Contents of Section 5: Reticular canal system for Interlinking Indian Rivers.Chapter 10-Reticular canal system (RCS).10.1-This was my initial plans for RCS.10.2-My past efforts for RCS.10.3-Introduction to RCS and Definitions in RCS.10.4-Principles of RCS.10.5-Modular explanation for the principle of RCS.10.6-Comparison between declining (Unidirectional flow) and flat (Bidirectional flow) canals. 10.7-Communicating canals between west and east flowing rivers. 10.8-RCS survey.10.9-The river survey.10.10-Estimation of the axis of the Coastal area and the River.10.11-Estimation of the area of Land between the coastal border, adjacent river and the future primary channel:10.12-Estimation of the flow of water in the River:10.13-Estimation of the required water per unit time and the flow in the primary channel:10.14-Estimation of the Primary channel size based on the water requirement:10.15-Data collection before the survey: 10.16-Components of the survey: History and findings.10.17-The coastal and river survey team.10.18-The coastal and river Survey procedure.10.19-The Central, Coastal & Zonal divisions for the purpose of work decentralization.10.20-Utilization of present working system to decrease the National economic burden – Engineering, Navy, Army and others: 10.21-The Survey team training.10.22-Duration of the project.10.23-The Definitions & Nomenclatures in RCS:10.24-Data compiling to identify the PC site.10.25-The second stage survey for identifying the Primary channel site / course and testing the channel patency:10.26-The Electronic control system of RCS:10.27-Utilization of these survey findings for further activities:10.28-The standardized gate system for RCS:10.29-Safety measures in the project for the working people.10.30-Advantages of the reticular canal system. 10.31-Disadvantages of the RCS:10.32-Silting and erosion in natural and artificial water pathways:10.33-The Steps of National Irrigation project (NIP):10.34-The national irrigation project-reticular canal system (NIP-RCS) - Administrative committees10.35-NIP- RCS -Scientific committees.10.36-Administrative activities.10.37-Rehabilitation.10.38-Finance for the survey.10.39-Finance for Creation of RCS.10.40-Total expense for RCS.10.41-Finance for maintenance per annum.10.42-Annual income of the RCS .10.43-Expense – Income balance sheet.10.44-NIP Intelligence.10.45-The RCS law.

Chapter 10: Reticular canal system (RCS).10.1. This was my initial plans for RCS.

Map: This was my one of the initial plan for interlinking Indian rivers, with little science in it.

10.2. My past efforts for RCS.These were my past efforts towards making my nation a developed nation.

This was the letter I had written in the past along with the book on ‘RCS for Interlinking Indian Rivers’, and it was sent to some of the leaders to consider my project.

Manual on Reticular Canal System for Interlinking Indian Rivers .

Prepared by Dr. Shivu.

To, (Mentioned at the end of this letter)

From,

Dr. P. Shivu. MBBS, DCH.

Ramapura Post – PIN 571444.

Kollegal taluk, Chamarajanagar district,

Karnataka,

Phone: Mobile (BSNL): 9448477380, 9449885998.

Residence: 08225-274312.

Respected Sir,

Subject: Requisition for implementing my project called “Reticular Canal System “for “Inter linking Indian Rivers “and to give me an opportunity to work for the same by providing me a suitable “Placement or Appointment” in the “Committee on Water resources of Government Of India” as a full time job to reach my target of making the entire nation to get sufficient water (Irrigation) for agriculture, industry and for domestic purpose as early as possible.

I had prepared a project called “In the path of making India a developed country” to make our nation a developed country after seeing and facing many problems related to the socioeconomic status of the people and by myself through out my life. In that project I had gone through many aspects of the nation like irrigation, agriculture, industrialization, education, business, health, model village – model nation concept (A CD of that project is sent along with it). And I had discussed that project in brief with many of our leaders and commissions like

1. Sri Samba Shivarao, Chairman, and the Committee members, Standing Committee on Water resources, Room no 609, sixth floor, Parliament house annex, New Delhi -110001. And I had appeared and presented my views on ‘Inter linking of Rivers’ on Jan 18, 2006 after noon in committee room D. (Letter No 13/1/ (i)-WR/2004).

2. Sri M. V. Rajashekaran. Minister of states for planning, Government of India, Planning commission, Yojanabhavan, Sansad marg, New Dehli [Letter dated 26th sep 2005–No. 3576/VIP/MOS (P)/05] and he forwarded the project for discussion with Sri. Shekaran, Member planning commission of India (For Irrigation), and I had a short discussion with him at his office at planning commission of India.

3. Sri. Rajashekara Murthy, Rajyasabha member, Government of India. I had a discussion with him at his residence at Bangalore and he gave a forwarding letter to consider my project to Sri. A. S. Chera, Director, Parliament secretariat office, Room number152, 1st floor, Parliament house annex, New Dehli.

4. Sri. Dharam singh, Immediate past chief minister of Karnataka, had given the forwarding letter (No/CM/HO/123/2006) to Sri. M.V. Rajashekaran, Minister of states for planning, Government of India to consider my project.

5. Smt. Parimala Nagappa, MLA, Hanur constituency, Chamarajanar district, Government of Karnataka, had given the forwarding letter to Sri. M.V. Rajashekaran, Minister of states for planning, Government of India, to consider my project.

6. Sri. Chidananda. MLC, Government of Karnataka, had given the forwarding letter to Sri. M.V. Rajashekaran, Minister of states for planning, Government of India to consider my project;

All appreciated the effort of mine to make my country a developed country.

The Standing Committee on Water Resources, also appreciated the work, and told me in the presentation to prepare some more details regarding Reticular canal system for Interlinking rivers; and said that, ‘we may need to discuss the project in detail in the coming days’.

Now I had prepared the details regarding my project sufficient to start the work for Interlinking of rivers in the form of this book by name “Manual on Reticular canal system for Interlinking Indian Rivers” and I am sending this project book and the CD of the project to you waiting for the positive answer for my requisition. Even though I am a pediatrician by my profession, my great ambition is to eradiate the word hungry/poverty for a man with a good mind to work and in this process the first step is to create land equality by providing irrigation to all the land available for agriculture and thus to increase the production in agriculture with equality in the lands like today’s dry, semi irrigated and irrigated lands. I wish you will give (or recommend the concerned) me a full time placement/ appointment in the Committee on Water resources so that I can work for all the time and complete my work as early as possible by becoming one of the working member in the team by involving the government to the full extent as explained in the book.

Yours sincerely,

(Dr. Shivu. P.)

Date: 08.08.2006.

Place: Chamarajanagar, Karnataka.

And the copies were sent to,

Sri. A. P. J. Abdul kalam, President of India, India.

Sri. Manmohan Singh, Prime minister of India, India.

Sri. Samba Shivarao, Chairman, Standing Committee on Water resources, Room no 609, sixth floor, Parliament house annex, New Delhi -110001.

Sri M. V. Rajashekaran. Minister of states for planning, Government of India, Planning commission, Yojanabhavan, Sansad marg, New Dehli – 110001.

10.3. Introduction to RCS and Definitions in RCS.It is a new concept in Irrigation involving all the present technologies related to irrigation proposed with the aim to eradicate the drought from ‘most of the parts of this world’ in general and from ‘India’ in particular and to prevent the flood to the possible extent.

It is the method to utilize the available surface water to the maximum extent on the land in an eco friendly way before it becomes salty as it reaches the sea.

Deforestation (For example - The roots of the trees will not get sufficient water to survive with decreasing underground water level), desertification, less rain, malnutrition/nutrition related diseases, poverty, animals dying of dehydration, pollution, global warming are the ongoing ecological disaster and we will ‘land up in grave disaster’ if we are not thinking about the solution for the same. Such expected disasters needs to be addressed with reforestation, soil conservation, preventing rural to urban migration by preventing repeated loss in agriculture, preventing uncontrolled urbanization and so on. All these depend on improving the rural economy, education and infrastructure.

Majority of the India is agriculture based rural population and this industry need the water as the basic need. If we are not getting water for this industry then we will allow present ongoing ecological disaster to progress and the present one third nation which is covered by the drought prone areas may progress to more than 50% in the next one or two decades.

So it is the crucial time that we need to think how we can eradicate this problem of drought, increase the rural economy and make them involve in the process of reforestation and soil conservation. Irrigation (Water) is the backbone of life in general and agriculture in particular. It is also necessary to keep in mind about the ‘knowledge, skill and the profession of the majority of the Indian population’.

It is my heart full effort to prevent the expected disaster in the near future like deforestation and desertification expanding to the larger area of the nation and the idea born out of this problem is the concept called ‘reticular canal system for Interlinking Indian rivers’. My present writings may not fulfill all the technological criteria’s, but I am sure, it will be an eye opening for the solution of the problems like drought and flood.

RCS is the system of collecting the water from the higher level at multiple points and distributing the water to all the drought prone areas at multiple points. As RCS is collecting the water at multiple points from the higher level, it also prevents the genesis of flood to certain extent at the present flood prone areas.

RCS will act like a ‘bridge’ in a ‘reticular fashion’ between flood and drought prone area giving justice to both.

It is the system of collecting the water from various rivers starting from Ganga and ending at Chittar, and distributing the water according to the need for the entire India (J&K is not focused at this stage).

All the naturally flowing water pathways, the canals that we create to interlink the rivers, the various canals that we create to distribute the water from these water pathways will look like the web of canals in the form of reticulum in aerial view with all the major - minor and natural - artificial water pathways, thus the name Reticular Canal system for this system of Interlinking Indian rivers.

(Note: Presentations on this new concept of RCS are uploaded in the net at ‘www.slideshare.net/drshivu’.)

Every drop of water is accessible by all the states which comes under the particular PC.

Water will automatically distributes equally as the water level changes in the primary canal, thus all the states coming below that primary canal will get the water and no state need not ask another state to release the water.

RCS is like a post office; it receives letters from various post boxes and distributes it to various houses. RCS is like a college, new batch of students enters the college and the students who completes the course goes out of the college, RCS is like a bank, credit comes from one side and debit goes on other side, RCS is like a bus, new passages gets in and few passengers gets down from the bus.

RCS is a system of collecting and distributing the water, which is,

1. Simple in creation,

2. Surface in situation (so, it is available for use all along the course),

3. Safe, even if it breaks down (Imagine the difference between breaking the tank on one side and the pipe on the other side),

4. Secure even in the absence of monitoring,

5. Synergistic to the present irrigation system,

6. Saves money in creation and maintainace still irrigates ‘larger surface’.

7. Sustainable in long run in the service of irrigating the land,

8. Sufficient in volume (TMC), thus ‘Say’ no to disputes.

Existence of the life basically depends upon ‘water and Air’. We need water and food for our survival and the food are generated from the plants, plants need water for their growth.

When we look at the history, in the past most of the human population were residing at the bank of the rivers. This indicates that they depend on river for their water source. May be because of population over growth or because of the bad experiences with natural calamities like floods, people started living away from the river, also in the plain land.

We know earth has got plenty of water over it, but it is very much unequally distributed.

‘If all of us make up our mind, it is definatly possible to irrigate the entire land and the nation’- to grow the crops and to drink good water. God is kind enough to give plenty of water on the earth; we have to put our effort to get the water to the places where we live.

Good and potable water is very much essential for maintaining good health, continuous and adequate water supply over all the 365 days is essential for agriculture and industry, so there is a need to improve irrigation. When irrigation improves, Agriculture improves, and it is possible to create more agriculture related industries. As the production in the field of agriculture and industry

improves the economy improves and the poverty decreases, and we can expect improvement in the field of education, transportation, housing and health.

Definitions in Reticular canal system:

It is the system of collecting the water from various rivers starting from Ganga and ending at Chittar, and distributing the water according to the need for the entire India (J&K is not focused at this stage).

All the naturally flowing water pathways, the canals that we create to interlink the rivers, the various canals that we create to distribute the water from these water pathways will look like the web of canals in the form of reticulum with all the major - minor and natural - artificial water pathways, thus the name Reticular Canal system for system of interlinking Indian rivers.

Picture: RCS of India.

The entire nation will be irrigated by these canals, excluding the areas like those forest areas which acts as the feeding areas for these canals, and at present the I have not covered the area of J&K for the present RCS, but not for VPA – MV – MN.

Theoretically speaking, it is possible to interlink any river in one continent, if the catchment areas of the different river basin are having continuity with land. But the cost involved in interlinking the rivers, the length, the structures we need to construct to bypass the geographical variation and so on, need to be considered and it should be environmental friendly, economically feasible and should be practical.

Picture: RCS of India in the world.

The canals created in this system will be classified as

1. Primary canal.

2. Secondary canal.

3. Tertiary canal.

4. Quaternary canal.

Types of canal that we are going to create in this system;

1. Primary canal : The canal which connects two adjacent rivers.

A. Natural primary canal, e.g. Rivers and present day dry water paths (Seasonal) .

B. Artificial primary canal , e.g. Created canals.

2. Secondary canal : The canal which drains water from the primary canal.

A. Natural secondary canal e.g. Rivers and present day dry water paths (Seasonal) .

B. Artificial secondary canal , e.g. Created canals.

Types of canal that we are going to create in this system;

3. Tertiary canal : The canal which drains water from the secondary canal.

A. Natural tertiary canal, e.g. Rivers and present day dry water paths (Seasonal).

B. Artificial tertiary canal, e.g. Created canals.

4. Quaternary canal: The canal which drains water from the tertiary canal.

A. Natural quaternary canal e.g. Rivers and present day dry water paths (Seasonal).

B. Artificial quaternary canals, e.g. Created canals.

Some terminologies we use in this system:

River elevator: To elevate the top flowing level of the river, to make the river to flow down in the course we require. This is constructed across the river.

Picture: Natural river pathway.

Picture: River elevator across .

Canal elevator: To maintain the needed top water level in the canal at places where we do not get the required earths height. This is constructed along the course of canal on one side.

Picture: Canal elevator – side view.

Picture: Canal elevator top view.

Direct canal connectors: These are the canal created by digging little deep to avoid circumscribing an elevated area and thus saving large length of the unnecessary canal.

Picture: Direct canal connector.

U tube: This is a closed canal system in the shape of U with water receiving end at a higher level than the water discharging end thus the water is going to flow from one end of the U tube to another end by Gravity.

Picture: U tube.

Bi dam: (two dam) the wall like structure constructed along the course the canal at places where we do not get the required earths height. Mostly they are the parallel walls constructed on either the sides of the future water flowing path.

Picture: Bi dam.

Picture: Bi dam - FPC1 start to Gambhir500-D1-431.

Y Bi dam: Bi dam with the diversion path in the shape of Y.

Picture: Y – Bi dam.

Aqua duct: Water path way sitting on the pillars, so that the water from another side will flow beneath or for other uses.

Flow based canals (Unidirectional flow of water): Where the starting point of the canal will be at a higher level than, the ending point, thus the water will be flowing from the higher level to the lower level in one direction.

Flat canal system (Bidirectional flow of water): This is the canal with the same level on either the ends. Here the active flow from one end of the canal to another end is not targeted, but filling of water from any point (by any river /source) will raise the level of the water all along the course of the canal, so that we can discharge the water from any part of the canal all along the course according to our requirement based on the principle of bidirectional flow.

10.4. Principles of RCS.Today almost all our irrigation projects are based on Dams / bounding. We create a dam across a river or a bounding across a valley and we store water there, we create main channels from the Reservoir, from the main channel we create sub channels, like that many more channels are created. At all the levels a controlling gate will be there.

Now in this system, we will consider the river itself as the main channel and we will be creating multiple ‘primary channels’ from the river itself and a controlling gate (Barrier wall – bw) between the river and the primary channel.

From primary channel the secondary and thus the tertiary and quaternary channels arises.

Here importance for storage is not given. Nature will take the responsibility of supplying water continuously through raining, continuous flow of rivers, etc. So, we can save lot of construction charges and responsibility of protecting these reservoirs. And, in case we need to store the water, we can store it in each village panchayat by a Reservoir, that may already exist or need to be created newly. The basic logic is, instead of storing the water in a big way in one place, we will be storing the water in small scale at multiple places according to our need.

Reticular Canal System (R.C.S.):

The primary channel arises at multiple sites from the river and they interconnect the entire nation in a reticular fashion. The channels may interconnect one river with the other, one primary channel with the other, one river with another primary channel, or one primary channel with another river. In the following picture the channels interconnecting river to river (R-R), primary channel to primary channel (PC-PC), river to primary channel (R-PC) and primary channel to the river (PC-R) is shown.

Picture: RCS with PC.

All the Primary channels that arises from one river, should end either at the same river or at another river or at another primary channel or at any water pathway which may be artificial or natural or at the sea.

Like that the secondary channel arises at the primary channel and ends at the same primary channel or at another primary channel or at the river or at any water pathway which may be artificial or

natural or at the sea. In the similar manner the starting and ending pattern is maintained for all other channel systems like tertiary or quaternary channel systems.

Picture: RCS with PC, SC, TC & QC.

This is very much essential for maintaining safety. When ever there is breakdown of the gate system, either naturally (old gates) or manually (evil force, etc) the water should reach its ultimate destiny without giving any trouble to the people.

Utilization of nature for reticular canal system:

We need not dig the entire canal system. We may have to create channels for few kilometers at some points, where there are obstruction for the proposed flow, may be a hill or height between two points.

So that the nature is not disturbed to the maximum extent, the work in creating the channel is reduced to very minimum, creation cost is decreased, can irrigate more area and the people can actively involved in channel creation.

Most of the canals will be created between 150 to 700 meters above the mean sea level (MSL).

We may have to create different sets of primary canal system at different sea levels, for example one set of channel between the sea level 150 to 200 meters, another set between 200 to 250 meters and so on.

Water always flow from a higher level to the lower level in its natural path, so if we need to utilize the water completely it is better to divert the direction of flow at a higher level only, where there is sufficient water available for irrigation and the excess volume of water simply entering the sea without any useful contribution decreases, and thus we can utilize the water to the maximum extent at the upper sea levels.

An example is given here,

In the following picture River- A is shown, which is flowing at the level of 300 meters above sea level (In figures) between Hill A (320) and Hill G (330).

It flows forward, has a ‘Falls’ of height 25 meters and again flows at the land of 275 meters above the sea level between Hill F (310) and Hill E (310).

Next to Hill A (320), valley A (310) is present, next to it, is the Hill B (340), next to it is the plain land A (260), suitable for agriculture.

To the east of plan land A (280), Hill C (320) is present, next to it is the rift / valley B (290) is present, next to it is the hill D (300), next to it is the plain land B (270), suitable for agriculture.

Picture: Utilization of Nature for RCS.

Utilization of Nature for reticular canal system in this example:

We can connect river A (300) with valley B (290) by creating a PC-A (Primary channel A) with the controlling gate (GA1).

The water starts flowing in the valley (rift) B (290), down and down (VL-280).

From this valley B (290 – 280), which is acting like primary channel A, secondary cannels – SC – A (Gate 1), SC – B (Gate 2), SC – C (Gate – 3), SC – D (Gate-4) can be created.

Plain land – A (PL – A- 260) can be irrigated with SC – A, SC – B, SC – C and,

Plain land-B (PL – B) can be irrigated with SC – D, PL – B can also be irrigated from SC – E (Gate-5) which is the branch of PC – B (GA2).

Valley B acts as the natural PC.

Filling and the draining system of the Primary channel:

For a primary channel water is filled from the natural and artificial water paths at different points from the higher level, and on the other side, water is utilized/drained at different points in to various artificial and natural flow system. The quantity of water at any point/place in the primary channel depends on the quantity of flow of water in the primary channel itself from the proximal canal at the higher level, the quantity of flow from the filling system from the upper level, the quantity of outflow from the canal itself at the distal canal and the quantity of outflow from the draining system to the

lower levels. The water level rises in the primary canal, if the input is more and the output (utilization) is less and vice versa. The water level/flow will be maintained steady if the input equals the output. Any excess flow in the Primary channel will be flown in to the natural system or it may reach the other primary channel at a lower level.

Picture4: Filling and the draining system of the PC.

Source of water:

The Source of water is Rain water, underground water, and surface water.

The rain water is very much unpredictable, both floods and droughts are seen in the past.

The underground water levels are variable at different places. It needs the surface water to sink in to the deeper layers of the soil. And we all know that the ground water level is decreasing day by day, and most of the open/bore wells are empty today.

Surface water is water of ponds, lakes, reservoirs, rivers, sea.

So, when we are creating RCS it is better to depend on the water source that is continuous over all the 12 months, potable for drinking, sufficient for irrigation and industry.

INDIA is blessed with plenty of rivers that are flowing all the 12 months, and most of the water is reaching the sea without any useful utility, for example 70% of the water of GANGA RIVER reaches the sea.

Now it is better to create the channel systems in such a way that it utilizes the surface water to the maximum extent, so that least water reaches the sea directly.

Need for continuous and adequate water supply:

The water source should be continuous and adequate then only we can expect good production in agriculture and industrial segments. A farmer puts investment over the land expecting a good crop. If the water is insufficient, the plant may dry and die, and no farmer can see the drying plant, and if he is near the water source he will utilize it either legally or illegally, either by hook or crook, either by strike or by fasting, either by breaking or retaining the gate. A factory that needs water for its

work may not function properly and may run under loss and the employees, owner and the costumers are the sufferers.

If we depend on a source which is not continuous, and we invest lot of money over it in creating the channel system, the channel may remain empty most of the times, and later we may need to create a new set of channel system with a different flow dynamics based on continuous and adequate water supply, the previous set of channels becomes a waste and it is a national burden.

Picture 1: Need for continuous and adequate water supply.

In the above picture, an example of Village- A is given in which a stream is flowing and only the lands on either the sides of the stream are irrigated, and the lands away from the stream are dry lands. Sometimes the stream dries up during summer and the so called irrigated land also suffers loss. Relatively the production from the unit area of irrigated land is more than the unit area of dry land.

10.5. Modular explanation for the principle of RCS.The land has different/uneven contours/ levels. This is shown in a prismatic modular form in the following picture. In this picture the land with different levels above the mean sea level is shown, the lower area (sea side) is shown in green color, and the upper area (hill side) is shown in brown color. For the convenience of our work, we can divide this land in to different contours/levels, like 0-150 meters above mean sea level (meters AMSL) shown in green color, 150-300mts AMSL shown in parrot green color, 300-450mts AMSL shown in light yellow color, 450-600mts AMSL shown in dark yellow color, 600-750mts AMSL shown in brown color.

Picture: The land has different/uneven contours/ levels.

The river flows for a short distance with a rapid fall in their natural course:

Rivers always flow in the same natural path. Minimal change in the direction of flow can occur in certain situations. Rivers may change their flow towards one border if there is erosion of the land, or can shift away from one border if there is deposition of silt at the border. Gross changes can occur only if there is complete erosion of one border during floods, or when there are changes in the deeper layers of the earth like earth quake. The river is shown in blue line, originating at the upper level at about 600-750mts AMSL and flowing towards the sea (0mts MSL).

Picture: The River flows for a short distance with a rapid fall in their natural course.

In the same way all the river flows, both east and west flowing rivers.

Picture: All the river flows for a short distance with a rapid fall.

It is possible to create the canal system (example; primary canal – shown in red line) directly from the river. The canal created directly from the river runs for a longer distance and there is a gradual fall in the same contour/level range by interlinking/interconnecting the rivers (example; from Ganga to Vaigai), and that primary canal will be irrigating all the land that lies below the level of the canal, thus, we can irrigate almost all the land suitable for agriculture, by creating suitable and required number of primary channels at different contour/level ranges. And there is no need to dig very deep canals since it is flowing in the same contour/level range over the surface of the land. In this picture we can see the PC1 meets the first river at 300mts AMSL, and the second river at 150mts AMSL. In the natural pathway there is a fall of 150 meters with in 100kms, where as in the primary channel the same 150 meters fall will make the water to flow for 400kms and all the land coming below the level of that canal can be irrigated with this canal. Similarly the PC2, PC3 also works at different levels.

Picture: The Primary canal created directly from the river runs for a longer distance and there is a gradual fall in the same contour/level range.

The secondary channels (shown in thin red lines) arises from the primary channels and ends in another primary channel/river,

Picture: The secondary channels arises from the primary channels.

Thus, the tertiary (shown in green line), quaternary (shown in thin green line) channels are created by utilizing natural water path ways like streams/ valley and other natural water paths in a reticular fashion.

Picture: The tertiary, quaternary channels are created by utilizing natural water path ways.

Picture: The same principle which are explained in the previous modules will hold good even for the canals which are created in the same counter, where the water will be distributed all along the canal by rise in the level of water as the water fills in to the Primary channel, instead of flow towards one side.

Instead of creating the canals which are declining in their course from the starting point to ending point as they interlink the rivers one by one, it is also possible to interlink the rivers by creating the canals at the same level, thus the water will raise the water in the canal instead of the flow in one direction.

If we want to store the water, when there is a need, we can utilize the water of the RCS for filling the natural/ artificial reservoirs (blue and red dotted area respectively), dams, bounding and others.

Picture: We can store the water by utilizing the water of the RCS for filling the natural/ artificial reservoirs.

The evenly looking prismatic module represents the different land levels as seen in this map, and the actual level ranges are shown in inside picture. And the probable primary channels are shown in the red line, and each channel is flowing at a level range. Ex. PC1 at 300-450mts AMSL, PC2 at 450-600mts AMSL, PC3 at 600-750mts AMSL, PC4 at 150-200mts AMSL.

Map: The evenly looking prismatic module represents the different land levels of the earth.

10.6. Comparison between declining (Unidirectional flow) and flat (Bidirectional flow) canals.

Flow based canal /declining canal / unidirectional flow canal:

Picture: Flow based canal.

Level based canal/Flat canal/ bidirectional flow canal.

Picture: Flat canal.

Comparison between the primary canals which are declining (Unidirectional flow) and flat (Bidirectional flow):

Declining Primary canals (Unidirectional flow)

Flat primary canals (Bidirectional flow)

The starting point of the canal will be higher than the ending point in terms of AMSL.

The starting and the ending points of the canal are the same level AMSL.

There is a flow gradient in the course of the canal.

There is no flow gradient, only the level of water in the canal will rise as more water enters the canal at any point.

The water flows from the higher end to the lower end by gravity.

Water will not be flowing in the canal, instead every drop of water which enter the canal will make the water level in the canal to rise all along its course and every drop of water which leaves the canal will make the level of water to decrease all along its course.

Water pool at the lower end if there is less flow of water in the canal, thus only the people at the lower end will be benefited in the absence of the gates in between, in the course of the canal.

There is no pooling of water at the ends or at any place in the canal, all the drops of water will be equally distributed and equally accessible to all the places below the level of the canal.

Law need to be enforced to decide how much water to be flown in each gate.

Only one law is sufficient to maintain the water in the canal that ‘at no place water should enter the sea, if there is some place called ‘drought prone’.

Lower canal areas are prone for damage as the

The entire length of the canal will have the same

pressure in lower end of the canal is always more.

possibility of getting the damage.

If there is damage to the gates in the course of the canal, then the lower level canal will be over flown with the water and the lower canal gates will have more pressure.

If there is some damage to the gates in the course of the canal, then also, the water on either the sides of the canals will be at the same level, nothing like entering more water from higher side to lower side will happen.

This canal will not act as the reservoir for the water even thought there is lot of space in the canal available to accommodate the water, as the all the water tends to pool in the lower end. The actual capacity of the canal will be less than the structural capacity.

This canal will act like a better reservoir of water in its entire course, with rain any where above its level, thus the actual and the structural capacity will correspond. There will not be things like more height of water at one end and less height of water or no water at another end.

Maintenance cost will be more as these canals are always flowing with water, and all the complications related to flow of water like erosion, removing the top soil which forms the bed and the walls of the canal and dumping them in the lower canal, the lower canal is gradually filling with silt and thus the capacity of the canal decreases, thus it may over flow. The upper canal is more prone for damage, by the flowing water especially in the curves, that to the canal wall which is on the low land side.

There is no active flow of water in the canal, except for the rise and drop in the level of water, thus the damage related to flow will not occur. Erosion will be less with the FPC. The deposition of silt may be more on either the sides of the point where the river enters the FPC, since simultaneously the water distributes all along the length of the canal, thus the silt particles mixed with the water will also distributes all along the course of the canal. Thus one segment of canal completely filled with the silt and thus obstruction

the flow of water will not occur.

If there is rain in the lower canal area, the upper canal area will not get the benefit.

Rain any where above the level of the level of the will fill the canal equally, which is accessible to all the lands which is below its level. Thus both south , east, west and north part of the India will get the water if there is rain in the south , east, west and north in the limits of the catchment areas of the canal and the areas which comes below its level, which are accessible to the canal.

The canal comes closer to the coastal areas as the course comes to the south and thus there is a possibility that many areas of agricultural land may not get the water of the primary canal.

The geographical variations may be present in terms of distance, but the canal will not go closer to the coastal area unlike the declining canal. Thus more land suitable for agriculture will get the water from the FPC. Since the FPC are at the higher level than the PC, even at its ends, more hydro electrical projects can be established with FPC system.

The cost of creation remains the same for both the types of the canal as the size of the canal remains the same in both.

The cost of creation remains the same for both the types of the canal as the size of the canal remains the same in both.

There is only north to south flow; south to north flow or south to west flow is not possible.

There is bi directional flow, thus even the rain in the south can supply water to the north, and

vice versa.

All are not equally accessible for the every drop of water present in the canal.

All the states, which comes below the level of the canals are equally accessible for every drop of water with much intervention of law in it.

Effective monitoring and administration to distribute the water is required.

Monitoring and administration of the distribution system is easy as compared to PC, which is declining (Unidirectional).

This is a good method to utilize the water effectively which is simply reaching the sea leaving many areas of land as drought prone, but not better than FPC system.

This method is better than the declining PC, and all the water which is generated above the level of the canal can be effectively utilized.

The nation can go for it to prevent drought and flood. Why not if better than this system is available.

The nation can go for it to prevent drought and flood. And this is one of the best methods of interlinking the rivers as per my present knowledge and thinking.

10.7. Communicating canals between west and east flowing rivers. There is a possibility to utilize all West flowing river water by creating short communicating canals (shown in green line in brown area) between west flowing rivers and the pc2. Communicating canals will feed the pc2 may be in a flash manner, sudden rain – sudden flood, that may fill our storing system. And this may be useful if more water dependent agriculture comes up in the future.

Picture: It is a possibility to utilize all West flowing river water by creating short communicating canals.

10.8. RCS survey.RCS Survey includes Coastal Survey & the survey of the Rivers.

Survey means visualizing the thing in its actual / original form and findings are recorded in a systemic manner, which is useful for the present work, easy to understand in the future, provides correct information and it becomes the document at the site in the form of landmark and in the paper file & electronic media as a register.

Why we need to do the survey in RCS?

It is for assessing the future channel sites, in which water flows easily by gravity with ease.

What we have to look in the survey?

We need to look at the coastal area which is the base for our survey, in which we will be looking at the length of the coastal area in relation to a particular point of reference (In our project ‘Kanyakumari’ is the reference point or the starting point for the coastal survey, because it is at the south tip and the India’s coastal areas are extending almost equally on either the sides). We will be putting one land mark for every two kilometers (for example CM0 at the beginning, CM1 at 2 kilometers, CM2 at 4 kilometers and so on. If a river is joining the sea at 6 kilometers then it is mentioned as CRP with the river name - CM3), and an extra landmark at the point where the river joins the sea (for example if a river is joining the sea at 6.6kilometers then it is mentioned as CRP with the river name - CM3/a). The land marking at every two kilometers may look unnecessary at present, but it is necessary when multiple secondary channels are reaching the sea at different places with level sensors at the point where they reach the sea and the area of land fed by the secondary channel may come up in the future as the water is extensively used through RCS for revenue collection. That time these landmarks will be useful for the purpose of calculating the area and for identification. If the 2 kilometer land marking is time consuming and cumbersome at least once in 5 kilometers we need to put the land mark in the coastal area.

The survey of the falls and the rapids can be done at any time and the marking of the proximal and distal two kilometers of the river (Marking are done at every one kilometer) can be done and the

land markings are done from below upwards separately and the details are given to the plain river survey team. No one is allowed to enter the river water in the top two kilometers in the Survey of fall’s and Rapid’s. The top two kilometer land marking is done by using the land survey level meter.

When once we get the details of coastal survey, we can start our survey of plain rivers from the coastal river point to get the correct data regarding the level and the distance values of the river. We need to end the survey of Plain River at the starting landmark of the falls and rapids (FM0), add the details/values of the fall/rapids and proceed with the survey from the ending land mark of the falls / rapids, continue the survey till the boat reaches the origin where there is sufficient water for diversion. Submit this report to the central office for identifying the primary channel site.

10.9. The river survey.The river survey - Estimating the Distance versus the Level and Level versus the Distance of the river;

For RCS, the level of the river is more important at different distances from the sea. Our aim is to divert the river water which contains more water as per our need and feasibility, and to decrease the water entering the sea without any useful activity. So, in the initial step we need to survey the river that contain useful amount of water with its level, distance and axis.

With the help of river level (in meters above the mean sea level), river distance (in kilometers from the sea in the reverse direction to the flow of river – considering the point that the meeting point of the river with the sea is always constant), river axis, coastal distance and the coastal axis (Coastal level is nothing but the mean sea level, that is 0 meter and is taken as constant value) it is possible to assess the possible maximum level of the future primary canal with a reasonable level difference (flow level gradient) between the first and the second river for easy flow of water by gravity and also the area of land that the primary canal irrigates with that segment of primary canal,

Now in the initial step we need to know,

Level of the river.

Distance from the sea – the length of the river.

Axis of the river.

Coastal distances between the adjacent river points where the river joins the sea (Coastal river point-CRP).

Coastal axis.

Assessment of the Length & Level of the river:

Assessment of the level of the river.

Assessment of the length of the river.

The above two parameters can be assessed in a single set up.

We need to start our journey from the coastal river point, where the river joins the sea. We can go on estimating the level for every unit distance, conveniently at every TWO kilometers, record it in the file, electronic media and over the land (land mark). It is explained with the help of a picture.

Picture: Assessment of the level of the river starts from CRP.

In this picture the river is flowing from the higher level to the lower level and joining the sea. The site where it joins the river is shown inside the box. The box is enlarged in the following picture.

Picture: The level of the water column in the vertical tube represents the actual level at the end of the flexible tube.

Here there are two pipes,

One flexible pipe (Tape tube) is going along the course of the river may be two kilometers in length starting at the coastal river point (MSL – 0 meters). Another rigid pipe with a transparent column may be 20 meters in height is made vertical at the coastal river point (sea end of the floating flexible tape tube). The water is filled to the water column with the help of a motor until the water reaches the upper end (hill end of the flexible tape tube at 2kms), the level of the water column in the

vertical tube is recorded, which gives the level at the 2kms from the costal river point and it is recorded and the land mark is done. For example Land mark 1 as shown in the following picture.

Picture: Repeat the level measurement once in every 2 kilometers.

In the same manner the journey is continued till the origin of the river and its tributaries. First the river survey is completed and then the tributaries.

Picture: Continue the level measurement till the origin of the river.

For example the level at the land mark 1 is 10meters. The level at the end of the 2+2 kilometers (Land mark 2) becomes 10 meters + the height of the water column in meters at land mark 1. If we continue the same procedure till the origin of the river, we get,

Level of the river at each 2 kilometers distance.

Distance of the river from the sea, in a reverse order.

At the end, the total distance of the river.

The level of the river at which the tributary joins the river.

The distance from the sea at which the tributary joins the river.

The level of the river at which the tributary joins the river and that level landmark can be used for measuring the levels in the tributary and its feeding valley if needed.

For the sake of uniformity and practical point of view, we shall put the land mark on the south and west of the river shore, it is because most of the rivers used in the reticular canal system in India are flowing towards the south and to the east. And all these information can be stored in the form of a table.

Example - River X:

[Land mark number.]

[Distance from the previous land mark.(In kilometers)]

[Distance of the river from the sea.(In kilometers)]

[Level difference from the previous land mark. (In meters)]

[Level of the river at this particular land mark.(In meters)]

Notes:

Tributary, falls, rapids, land on either side, important/any places around it ect.

[0]

[0]

[0]

[0]

[0]

Sea shore at -place name.

[1]

[2]

There is a temple on the river shore at 1.5 kilometers at 8 meters level. Plain land on either the side, not suitable

[2]

[10]

[10]

for agriculture, coconut plantation may be done.

[2]

[2]

[4]

[05]

[15]

City (Name) extending from 3 (at the beginning of the city) to 3.5 (at the end of the city) kilometers at 12 (at the beginning of the city) to 14(at the end of the city) meters level of the river and the river is passing through the city.

[3]

[2]

[6]

[15]

[30]

There is a city (name) 4 kilometers south @ degree* to river X at 5.5 kilometers at 28 meters level of the river.

[4]

[2]

[8]

[02]

[32]

Plain land with good soil suitable for growing Paddy and Sugar cane.

[5]

[2]

[10]

[01]

[33]

Tributary Y is joining river X at 9.5kilometers at 32.5 meters level (Land mark5/a). The thick forest starts at 8.5 kilometers at 32.02meters and extends up to the next land mark_ (number).

[6]

[2]

[12]

[25]

There is a falls of height of 20 meters at 11.5 kilometers, 35 to 55 meters from base to top of the falls.

[58]

In the same way it is continued till the river origin.

[Land mark – end.]

[Remaining distance-May be 0.6 Kilometers]

[End + 0.6 kilometers = Total length of the river.]

[End level difference.]

[Level at the origin of the river.]

The table can Represented in the form of graph.

Picture: Graphical representation of the survey data.

10.10. Estimation of the axis of the Coastal area and the River.Axis is estimated by axis meter (details in the Instrument section), which shows the direction of the coast or the river in relation to the distance.

Axis of the river, Coastal axis & Axis of the future Primary channel:

The axis of the river means the direction of the river in which it flows, in relation to the north south pole and in relation to its distance.

This is important for estimating the area between the two adjacent rivers. The axis with distance of these two adjacent rivers, the costal border and the primary channel gives the four parameters, which makes the four borders of an area.

If we know the area of the land to be irrigated by a segment of the primary canal, we can asses the maximum water requirement for that unit area of land per unit time.

If we know the maximum water requirement we can assess the flow and the size of the future primary channel.

For lower areas the sea shore forms the coastal border, whereas in the upper areas the lower primary canal replaces the coastal border and thus we get the four limits.

Picture: Axis of the river, Coastal axis & Axis of the future Primary channel.

In this graph coastal axis is shown in brown line, river axis is shown in blue line, primary channel axis is shown in red line. These four lines form an area inside.

Note: Some of the mathematical formulas used in this book are,

1. Area of the square = a × a square units. Where ‘a’ is length of one line which forms the square.

2. Area of the rectangle = l × b square units. Where ‘l‘ is the length, ‘b‘ is the breadth of the rectangle.

3. Volume of the cube = l × b × h cubic units. Where ‘l’ is the length, ‘b’ is the breadth; ‘h’ is the height of the cube.

4. Area of the triangle in which it contains one perpendicular angle and the line forming the perpendicular angle are equal = a2 ÷ 2. Where ‘a’ is the length of one of the line which form the perpendicular angle.

5. Area of the triangle in which it contains one perpendicular angle and the line forming the perpendicular angle are not equal = a × b ÷ 2. Where ‘a’ and ‘b’ are the two lines that forms the perpendicular angle.

6. Area of the circle = π R2 square units.

7. Volume of the cylinder = π R2h cubic units.

8. Circumference of the circle = 2 π R units.

9. (a + b) 2 = a2+b2+2ab.

10. (a - b) 2 = a2+b2-2ab.

11. a 2 = b2+ c2. (In the triangle with one perpendicular angle, where ‘a’ is the line facing the perpendicular angle).

12. One Cumec (cubic meter/sec) flow of water = 3.33 × 3.33 × 3.33 cubic feet/sec (cusecs) = 36.92 cusecs (Near 37 cusecs).

13. TMC: Thousand million cubic feet.

An example of graph with coastal, river and primary channel axis is given.

Picture: Axis of the river, Coastal axis & Axis of the future Primary channel measurements.

If we start our journey in the costal area from ‘CRP2’, the ship travels at an axis of ’-22.5 0’ (C^1) to the east in relation to north south pole for a distance of 15.8kms, at ‘CP1’ the axis changes to ‘-45 0’ (C^2) and travels for 14.14kms and then at ‘CRP1’ the axis changes to ‘-300’ (C^3). Here CRP means Costal River Point, where the river joins the sea. CP means Costal Point, where there is reasonable change in the axis at the sea coast. C^1 means Angle C1.

If we start our journey in the river A, the river A joins the sea at ‘CRP1’ at an axis of ‘+90 0’ (K^1) to the west in relation to the north south pole, and travels for a distance of 10kms. At ‘RA1’ the river A changes its axis to ‘+600’ (K^2), and runs for a distance of 11.18kms. At RA2 the axis changes to ‘+900’ (K^3) and travels for a distance of 10kms. Again at ‘RPC1-1’ the River A changes its Axis to ‘+60 0’ . RA1means River A point 1, where there is a significant axis change in the river flow direction. RPC1-1 means River Primary Channel 1point 1.

If we start our journey in the river B from CRP2, it joins the sea at an axis of ’+ 67.5 0’ (V^1) and travels for a distance of 15.8kms. At RB1 the axis becomes ‘+60 0’ (V^2) and travels for a distance of 11.18kms.

After making suitable level difference between river A and river B for easy flow of water by gravity, we can identify two points in these adjacent rivers that forms the ends of a line that becomes our future primary channel. This primary channel will not be in a straight line, because the land level may not be uniform in the straight line, so we have to follow the nature and go in the same plane in a gradually declining (from above downwards) or inclining (from below upwards) manner with changing axis all along the course. Thus the primary channel will also have changing axis. Now on the land, if we travel in the Primary channel 1by a vehicle and assess the axis and start our journey at RPC1-2, the primary channel 1 travels at an axis of ‘-450’ (P^1)and travels for a distance of 14.14kms, at PC1- 2 the axis becomes ‘+450’ (P^2) and travels for a distance of 7.07kms. At PC1-1 it changes its axis to ‘-450’ (P^3) and travels for a distance of 7.07kms.

This estimation is not as simple as we saw above, since the coastal area, the river, and the future primary channels will show multiple curvatures at uneven distances. But, this can be made easy by creating the software in which the computer is fed with the input information like the speed at which vehicle/ship/boat moves and thus the distance in relation to the axis shown by the axis meter in a wave/graph form and the data can be obtained immediately.

10.11. Estimation of the area of Land between the coastal border, adjacent river and the future primary channel:

Minimum three or more border should be there for having an area. If all the borders are straight lines, to calculate the area inside the border we need the length of each border forming the area and also the angle at which they meet. If the borders are not in a straight line then we need to know the axis of the line with the distance for estimating the area inside the curved lines forming the area.

Picture: Estimation of the area of Land between the coastal border, adjacent river and the future primary channel.

In the above graph, we have four borders,

Costal border-distance: Total distance = 29.94kms, has two axis deviation -22.50 and -450 and these forms the borders for two triangular areas.

River A - distance: Total distance = 31.18kms, has three axis deviation, +900, +600 & +900.

River B - distance: Total distance = 26.98kms, has two axis deviation, +67.50 & +600.

The assessed Primary channel A distance: Total distance = 28.28kms, has three axis deviation -450, +450 & -450.

Now we have four borders which form an area that will be supplied by that segment of primary channel. Since this area is not uniform, and if we are calculating the area manually, we need to divide the area in to multiple areas and calculate the total area as shown in the table.

Area number.

Shape of the area.

[West to east distance of the border in kilometers.]

[South to North distance of the border in kilometers.]

[Formula used for calculating the area in square kilometers.]

Area in square kilometers.

1.Triangle [5][5][a2 ÷ 2] 12.

5

2.Rectangle [10][5][l × b] 50.0

3.Triangle [10][5][a × b ÷ 2] 25.0

4.Triangle [5][5][a2 ÷ 2] 12.5

5.Rectangle [20][10][l × b] 200.0

6.Triangle [10][10][a2 ÷ 2] 50.0

7.Triangle [5][5][a2 ÷ 2] 12.5

8.Triangle [5][5][a2 ÷ 2] 12.5

9.Square [5][5][a2] 25.0

10.Rectangle

[15][10][l × b] 150.0

11.Triangle [5][15][a × b ÷ 2] 37.5

12.Triangle [10][5][a × b ÷ 2] 25.0

13.Triangle [15][5][a × b ÷ 2] 37.5

[Total area.] 650.0

For easy and rapid estimation we need to create a software with all these information and work can be done fast.

In the same way the entire India can be divided in to multiple RCS blocks with irregular border and the top most border ( On level basis) will be formed, either by the primary channel or by the river itself and that will be feeding the entire area inside its block on geographical basis. Some of the blocks are shown in the following map, and each block is outlined by black line (thin and thick lines)

Map: Multiple RCS blocks with irregular border.

10.12. Estimation of the flow of water in the River:The flow of water in the river means, how many cubic meters of water per second is flowing at a particular time and at the particular place.

Why we need to know the flow?

It is for many reasons,

1. Whether the river is supplying adequate amount of water that is required to grow water dependable crops like paddy. The soil may be good for growing paddy, sugarcane, turmeric, maize and others, the channel size may be good enough to supply the required amount of water, but it also depends on how much water is available for diverting it in to the primary channel from the river. If we know the availability of water we can advice the farmers to grow certain types of crop based on the water availability, and thus we can avoid drying at the end of the cropping after putting lot of effort and investment.

2. It is necessary to decide how much water we have to leave in the natural path and how much to divert in to the primary channel. It is possible only if we know how much water is present in the river, so that the people who live on the riverbed should not suffer from water scarcity for their crop and for domestic purposes. It is important to see that no water enters the sea without useful contribution over the land.

3. We can recommend the people to store the water in their reservoirs at their village panchayat limit if there is excessive raining at some place over the RCS and there is flooding in the river and the stored water can be used later.

4. We need to know the flow of water in the river in the creation of RCS because we need to create the channel from the point in the river where it contains adequate amount of water for diversion. If we start our primary channel from the place where there is less water the channel may become dry by the time it reaches the next point in the same primary channel by the process of evaporation and absorption in to the soil without any useful contribution to the land suitable for agriculture and that amount of water is going to be a waste.

5. If we know one river at some point contains maximum water (may be a point distal to the place where one or more tributaries are feeding the river) then we need to select that point for the creation of the primary channel and if needed we may need to create a larger primary channel from that place so more water can be utilized through primary channel below that level.

How to assess the flow in the river?

We need to know cross sectional area of flow of the water in the river, multiplied by the velocity of the river gives the flow in the river. For identifying the cross sectional area of the river we need to scan the river by using ultrasound energy, the water, the rock and the soil/sand will produce different echoes, that can be plotted on the monitor and the total cross sectional area can be identified. For identifying the velocity, either the mechanical device like flow meter or Doppler can be used. (Details of River scan, Flow meter, Doppler are in instrument section).

In the following graph the river water is flowing which is shown in blue thick lines, in between the rocks/soil shown in black line. The poles are fixed at the maximum distance in the river bed perpendicular to the direction of flow of the river (at the site where there is maximum flow is noticed in the past 20 years as noticed by the local elders). The entire path is scanned and the scan picture/graph is saved.

Picture: Estimation of the flow of water in the River.

The cross sectional area can be calculated from this graph.

Picture: Flow calculation by River scanning.

In graph the cross sectional area of the river becomes:

Area number.

Shape of the area.

[Width of the water in meters.]

[Depth of the water in meters.]

[Formula used.]

Area of water in square meters.

1.Triangle [25][50][a × b ÷ 2] 625

2.Square [50][50][a2] 2500

3.Triangle [25][50][a × b ÷ 2] 625

4.Triangle [25][50][a × b ÷ 2] 625

5.Rectangle [25][50][a × b] 1250

6.Triangle [25][50][a × b ÷ 2] 625

[Total area.] 6250

The total cross sectional area of the river is 6250 meter2 and if the velocity of the river is 2 meters per second. Then the flow in the river becomes 12,500 meter3/second or 461500 cusecs.

This type of flow estimation has to be done at fixed distances, especially before and after the tributary meeting points, and at branches or at existing canal points.

10.13. Estimation of the required water per unit time and the flow in the primary channel:

Water requirement depends on the type of agriculture that we do in that area, or the type of industry that is existing in that area. But for all the practical purposes we will take the maximum water requirement per unit land per unit time. For practical purpose we will take 5 centimeters of water in height over the land per day.

In this example the total area is 650 square kilometers. If we are supplying 5cms of water for this entire land/day, then the total requirement of the water in a day becomes,

Total water requirement per day

= 650 kms2 × 5cms.

= 650 × (1000meters) 2 × 0.05 meters/day.

= 650 × 1000 × 1000 × 0.05 meter 3/day.

= 32500000 meter3 /day or 32.5kms3/day.

= 32500000 ÷ 24 meter3/hour.

= 1354166.67 meter3 /hour.

= 1354166.67 ÷ 60 meter3 /minute.

= 22569.44 meter3 /minute.

= 22569.44 ÷ 60 meter3 / second.

= 376.15 meter3 / second.

= 376.15 × 36.92 cusecs (feet3/sec).

= 13887.458cusecs.

13887.458 cusecs is the requirement of the water for 650 square kilometers of land. This water is not only coming from the primary channel from higher level as a continuation, but also from the feeding rivers, secondary, tertiary and quaternary channels from the higher levels. But at any time the flow in the Primary channel should be 13887.458 cusecs.

10.14. Estimation of the Primary channel size based on the water requirement:

It is necessary to create the primary channel system in such a way that 50% flow in the primary channel should meet the need of water requirement necessary for irrigating the area that it feeds, so, there is a need to create the channel double the size of the water flow. If the flow reaches 75% in

the primary channel the excess water should flow in all the possible ways, both artificial and natural paths without harming the people or property.

If we consider the above example, the usual requirement for 650 kms 2 is 13887.458 cusecs or 376.15meter3/second. The double flow becomes 752.3 meter3/second. The area required for this amount of flow becomes the square root of the above value that is the square root of 752.3 becomes 27.42 meters with flow speed of One meter/second. So we need to create a channel with a dimension of 27.42 meters depth and width and if we maintain only 50% level in the channel at the flow speed of one meter/second, we can supply 5 centimeter water per day for the entire 650 kms2

area of land.

10.15. Data collection before the survey: Before starting our survey proper it is very much necessary to know the exact situation of the land, channels, sites & house details of India.

We need to collect this information from the government body at the village, taluk, district and state level.

The purpose of ‘Data collection’:

The government will get the income from the government land, for which the government has to know, how much land is belonging to the government?

The owner will get the income for his land and from the association, so he should know whether his lands are correct in the document and also he should know details of land as it is a relative phenomenon, the wrong data will alter the share of the income. If few owner register more area land the owner with the correct registration will get less income of share and visa versa. And if any of his land are utilized for public purpose, he should get the same amount of land at some place from the government, until his land are replaced he will be getting his share for his land from the association as it is registered today.

To decide how much land is required for creation of the RCS, out of which how much belongs to the government? And how much belongs to the owners?

During survey we may need this data for cross checking and while deciding about the primary channel site and places for reservoirs (if not present at present).

If lot of government lands are available in a village panchayat limit it can distribute 2 hectares of land per land less working family after the complete settlement in the land ownership (after complete creation of RCS, reservoirs, model villages, roads & train tracks) to make that family a owner family, so that they also get the share in the owner share in agriculture association and in agriculture factory later. If we do this early, chances of recovering the land from few may arise later during the creation of model village, roads and railways and among them few will loose the land and few will retain the land and all will land up in problems.

The owner of land and the area of the land utilized for RCS creation should be known correctly as it registered in the data collection to replace same area of land for the owner who has lost the land in the process of RCS creation and other processes like model village/roads/railway creation.

To estimate how much working people available for agriculture and industry and their area of interest in AA and AF.

Who is providing the data?

The Data provider:

No.

Area of data collection.

Data provider.

1.

Village panchayat level.

Village panchayat standing president and the sub thahsildar.

2.

Taluk level

Standing MLA and thahsildar.

3.

District level

District in charge minister and district commissioner.

4.

Forest area which does not belongs to any village panchatat.

District forest officer/ Assistant conservator of forest.

5.

City and town limits.

Mayor and commissioner/ town panchayat president and assistant commissioner.

6.

State level.

Chief minister and chief commissioner of states.

What should be provided in the data?

The Data parameters:

No.

Area of data collection

Information’s.

1.

Village panchayat level.

1. Population.

a. Family wise.

b. Age wise.

2. Occupation of the each at present and the area of interest (the work he/she likes to do – a list of choices may be given) in the future in agriculture association and industry.

3. Animals in each family (cows, ox, buffalos, goats like animals only).

4. Property of each family/organization/religious family with the head of the family/organization and relation with other family members with the head of the family- Land (Irrigated/ dry, mode of irrigations – open wells, bore wells, canal irrigation) and the house with its surrounding area. (It is going to be an authenticated register, based on which the shares will be distributed. Property not shown with proper documentation will be belonging to the government. Information verification by all the owners is a must before sending it to the taluk). And in map form also.

5. Government property (central and state separately) in the village limit – office buildings (not rented), schools, roads/railway track/harbor, lands – any piece of land in the village limits, burial places, temples, mosques & churches if it is not belonging to any

organization. Information verification by the concerned officer is a must before sending it to the taluk. And in map form.

6. Irrigation related data: A. wells - a. open wells- public and private, b. bore wells –public and private, B. reservoirs- - filled, dry, seasonal- public and private, C. Canal- filled, dry, Seasonal - public and private. D. Valley’s, E. Streams, F. Tributaries, G. Rivers, H. Sea shore- public and private (With map form and the data is computerized).

2.

Taluk level

Information from all the village panchayat is composed. The area apart from the village panchayat limits like forest area, rivers flowing in the forest area, the roads/ train tracks in the forest area collected from the concerned forest officer and it is composed at taluk level( With map form and the data is computerized). The town limit information’s collected from the town panchayat president and the assistant commissioner are also composed

3.

District level

Data from taluks (village panchayat, town panchayat & forest officials) & city corporation is compiled and it is sent to state office.

(With map form and the data is computerized).

4.

Forest area which does not belongs to any

District forest officer/ assistant conservator of forest will provide this information to the assistant commissioner at taluk head quarter. Which contains,

1. People living inside the forest – population (Age wise and their

village panchatat.

occupation) with their place of residence.

2. Rivers, streams flowing inside the forest, reservoirs and others.

3. Roads and rail way track inside the forest- their length and width.

(With map form and the data is computerized).

5.

City and town limits.

1. Population.

a. Family wise.

b. Age wise.

2. Occupation of the each at present and the area of interest in the future if they are unemployed or if they want a new occupation in the future.

3. Animals in each family (cows, ox, buffalos, goats like animals only).

4. Property of each family/organization/religious family with the head of the family/organization and relation with other family members with the head of the family- Land (Irrigated/ dry, mode of irrigations – open wells, bore wells, canal irrigation) and the house with its surrounding area. (It is going to be an authenticated register, based on which the shares will be distributed. Property not shown with proper documentation will be belonging to the government. Information verification by all the owners is a must before sending it to the taluk). (With map form and the data is computerized).

5. Government property (central and state separately) in the village limit – office buildings (not rented), schools,

roads/railway track/harbor, lands – any piece of land in the corporation limits, burial places, temples, mosques &churches if it is not belonging to any organization. Information verification by the concerned officer is a must before sending it to the district commissioner office. And in map form.

6. Irrigation related data: A. wells - a. open wells- public and private, b. bore wells –public and private, B. reservoirs- - filled, dry, seasonal- public and private, C. Canal- filled, dry, Seasonal - public and private. D. Valley’s, E. Streams, F. Tributaries, G. Rivers, H. Sea shore for sea shore cities- public and private (With map form and the data is computerized).

6.

State level.

Data from the entire district is composed and sent to the central office.

10.16. Components of the survey: History and findings.History:

History of the river: We need to collect this information from many group of the people during survey, like, the thahsildar, elderly citizens, the priests of the temple/church/mosque present on the bank of the river.

The thahsildar will give the information like the river from one land mark to another land mark belongs to which taluk/ whether it forms the border of two taluks, what are the important places of religious interest/ administrative purposes present either over the bank of the river or by at a near place. The different roads that reaches the different landmark for further needs . How much land belongs to the government and to the private – in the river bank and in the taluk.

We need to collect certain information’s from the elderly citizens residing at the bank of the river like, what season the river flow is maximum and minimum? In which year they noticed maximum flood in the river, up to what level did the river reached at that time? Is there any change in the course of the river? Is there any important event took place with the river? What are the festivals taking place on the bank /with the river?

We need to collect few of the information’s from the Priest like, what god is worshipped in that place? How many people visit the place every day? What are the important festivals they do at that place? With the other questions that we ask the senior citizens as it is mentioned earlier.

All of these information’s should be recorded on land mark basis for easy identification, sitting at an office to avoid the complications arising with peoples attachments. An example: the proposed primary channel may be going over the temple and the people residing at that village may not agree to disturb the temple as they are attached to that temple for many years. So when we are deciding about the level difference between two neighboring river points we need to adjust the level in such a way that it is not going to disturb the temple, next is we need to decide whether we have to create the canal either to the east to the temple or west to the temple? If we create the primary canal at east to the temple the canal may abruptly end at the bottom of one falls and the water may reach the sea suddenly, if we create the primary canal to west of the temple, it may continue for few more hundreds of kilometers and may irrigate many more square kilometers of the land suitable for agriculture and that path may be more useful. It is necessary to decide the path carefully and also this has to be planned from a long distance, to avoid acute turns in the primary channel near the temple or at any place, it is because erosion can occur to the wall of the primary canal at acute turns and one day water may suddenly enter in to the living area and can cause damage. To decide all these things, sitting inside the office, we need to have better information for identifying the site that we have to decide to connect with proper land marks for easy identification.

In the costal area also we need to take all these history with proper land marks.

We can prepare standard questionnaire for all these information’s and we can ask the questions in the first to last basis, so that no information’s are missed out during the questionnaire and for easy computerization.

Findings:

First we have to put the land mark at the site where we start our journey – costal river point (CRP). We need to observe all the details around us, apart from the river information, that we see during our journey in the river along with the information’s that our instrument gives.

In the river – subjective findings;

River name where it is joining the sea, what are the characteristics at the place where it joins the sea? How many branches it divides before entering the river? which is the biggest path? How it is flowing from seaside land mark to hill side land mark? How many curves does it have? Are there any rapids? Are there any falls? What are the characteristics? What are the places present on the bank of the river? and others.

In the river - objective evidences;

Photo graphs, video clippings with descriptions with land mark and axis mark in the clippings, river distance and river level as got by the distance level meter, river axis with distance as got by the axis meter, cross sectional flow area as got by the river scanner, velocity of the river as got by the Doppler or flow meter.

On either the side of the river – Subjective evidence;

The type of land that we see, on either the sides of the river. What crop is grown at present? What type of soil? What are the crop grow good in that soil? Soil testing reports at few places if there is gross deference in the soil characteristics, about the forest area present at the sides of the river, what are the important places present in the bank and near the river? The taluk head quarter, district head quarter, their distance from the site and the route, about the roads connecting the site .

On either the sides of the river – objective evidence;

Photo graphs, video clippings with descriptions with land mark and axis mark in the clippings, Soil testing reports, Forest area descriptions, and others.

All these information’s has to be stored in the land mark basis and computerized. For example 0 to 2 kilometers or land mark 0 to land mark 1 and so on.

10.17. The coastal and river survey team.The purpose of team creation,

For easy collection of accurate information’s in a short period.

To correlate with the information’s already available at various levels.

To assess the new information’s like the costal, river & land details.

The survey teams can be divided in to,

A. Costal survey team.

B. River survey team.

1. Survey team of the Rapids and fall.

2. Survey team of the Plain River.

C. Land survey team.

In the initial step, the costal survey team and the survey team of the rapids and falls will have the work.

A. Coastal survey team:

Two coastal teams have to be created and both are starting their journey from Kanyakumari, the tip of the India and one team survey the east cost, from Kanyakumari (Tamil nadu) to New more (West Bengal) and the second team survey the west cost, from Kanyakumari (Tamilnadu) to Lakhpath (Gujarat). So the names of the coastal survey teams are,

East coastal survey team – Coastal office at Vishakhapatnam.

West coastal survey team – Coastal office at Panaji.

In each costal survey team the following will be present,

[S. N.][Team name.]

[Staff designation with their work.]

[Materials and instruments with the team.]

[1.][New more ship team (In east coastal survey team).

Lakhpat ship team (In west coastal survey team).

This is the front going ship with the distance measuring tape leaving behind. It also contains the axis meter, so it records coastal axis with distance. ]

[1. Ship driver/navy officer. To move the ship in the costal area.

2. Team engineers: To asses the axis and the distance, and to computerize it, and to give print outs for the land marking team. They will be giving instructions for making land marks at every 2 kilometers and at special places like costal river points and harbors.

3. Navy security officers with security boats and other appliances.

4. District irrigation engineer of the coastal district to give details regarding the costal area and the coastal river points.

5. Assistant commissioner/ Thahsildar of the costal district/ taluk to evidence the activity and to give information’s on government and private lands/borders. To arrange food and accommodation for the working team if needed.

4. Medical team for the needful (On the coastal road and in the ship).]

[Axis meter, Video recording system, Speedometers, Computers with RCS soft ware (details in instrument section). Tape rolling motors, cord less (wireless) system which works

within the team and with the necessary offices. Accessory boats and the security items. ]

[2.][Kanyakumari ship team. Which follows the New more/ Lakhpath ship (front ship) from behind, maintaining a distance of two kilometers.]

[1. Ship driver/navy officer. To move the ship in the costal area.

2. Survey engineer: Who sees that the tensile activity is normal/ whether the tube tape wire is floating properly over the sea without any curling.

3. Navy security officers with security boats and other appliances.]

[Air fillers for tape tubes, Tape rolling motors, cord less (wireless) system which works within the team and with the necessary offices. Accessory boats and the security items.]

[3.][Supporting ship.

Which sees that the measuring tape is in the proper position or not, is there is any jumbling in the tape and informs the front ship to move accordingly. And if there is any river joining the sea the supporting ship travels for a distance in the river from the coastal river point and sees whether it is really the river joining the sea or it is the extension of the sea itself and the message is transferred to the front ship. ]

[1. Survey engineers, who sees and decides that there is no curling in the measuring tape tube and also they survey the coastal river point and make a detailed study about it helps the front boat to computerize the information’s and to decide where to put the coastal river point (from this point the river survey begins).

2. Ship driver/navy officer. To move the ship in the costal area and into the river.]

[Speedometers, Video recorders, cord less (wireless) system which works within the team and with the necessary offices. Accessory boats and the security items. ]

[4.][Land marking ship. Which gets the printed information from the front ship and the land mark is constructed as per the information given.]

[Survey engineer who gets the printouts from the front ship and assess the pole direction with pole magnet and puts the landmark.]

[Land marking plates, land marking rods, Cement, Iron, crushed stones/ mini crusher, driller, paint, painting instruments, welder, motors for pumping water, Pole magnet.]

[5.][Transportation.]

[Drivers.]

[Vehicles]

[6.][Boarding.]

[Mess workers.]

[Utensils and condiments.]

[7.][Laundry and lodging.]

[Dhobi and room boys.]

[Beds, bed spread, to do the work of cloth washing.]

B. River survey team. 1. Survey team of the Rapids and Falls.

2. Survey team of the plain river.

1. The members of the Rapids and Falls survey team with their work and the instruments used are shown in this table.

[S.N.][Designation.]

[Mode of work.]

[Instruments.]

[1][Falls and rapids survey director - an engineer who has experience in mechanical, electronic and computer sections.]

[Manages the entire survey both at the bottom and at the top of the falls by guiding the people to fix the falls height measuring meter and others and he is the responsible person in the team for all the activities.]

[Binoculars and other necessary materials like axis meter (over the land).]

[2][Mechanical engineer.]

[To fix and handle the Falls height measuring meter.]

[Falls height measuring meter. Level meter.]

[3][Computer engineers.]

[To computerize the entire event, fromFM0 to FM4, falls height, correction distance, correction angle, recording the movements of the cameras and others.]

[RCS soft ware. Axis meter.]

[4][Technical assistants.]

[Army and navy personals: For arranging / fitting the Instruments, for transportation over the land & in the river.]

[Trucks, buses and other vehicles, land marking materials and accessories.]

[5][Meson workers.]

[For cement and platform works, for making landmarks.]

[Cement, iron, crushed stones and other accessories.]

[6][MLA, assistant commissioner /Thahsildar.]

[For supervising the work and to arrange food

and accommodation for the working team. Necessary thing have to be done by the respective district administration only and they should have the land details of that area and a copy has to be handed over to the director of the team.]

[Land details of the area with government and private land details.]

[7][Photographers and video graphers.]

[For recoding the entire events, (No movements by the recorder during recording).]

[Photography and video recording instruments.]

[8][Medical team. Physician, Surgeon, anesthetist, lab technicians (for blood banking), nursing staff and others.]

[For handling all the emergencies. All the working team is checked for fitness, routine investigations, and blood grouping. There should be a possibility in the ambulance to check the blood group, investigate and cross match the blood of the people who stand and watch the programme. And all the nearby hospitals, both government and private are informed about the activity.]

[Ambulance facility with ventilator, life saving drugs and instruments, blood preserving chambers with blood bags and others.]

[9][Drivers.]

[Transportation.]

[Vehicles.]

[10][Mess workers.]

[Boarding.]

[Utensils and condiments.]

[11][Dhobi and room boys.]

[Laundry and lodging.]

[Beds, bed spread, to do the work of cloth washing.]

2. The members of the Plain River Survey team with their work and the instruments used are shown in this table.

1. Hill side boat & Sea side boat members:

[Sl.no.][Member.]

[Mode of work.]

[1.][Navy officer.]

[To drive and maintain the boat.]

[2.][Mechanical engineer / Survey officer.]

[To guide the operation of all the instruments.]

[3.][Technical assistant.]

[To operate all the instruments.]

[4.][Computer and communication engineer.]

[To computerize all the events and to communicate the events with the other boats in the team and to the central office and to give the print outs (Print outs from the hill side boat only).]

[5.][Boat security.]

[For protection purpose in case of the emergencies.]

[6.][Photographers.]

[For recording the events according to the land mark and axis basis.]

2. Supporting boat members:

[Sl.No.][Member.]

[Mode of work.]

[1.][Navy officer.]

[To drive and maintain the boat.]

[2.][Hydraulic engineer.]

[To guide the boat to move according to the need and to identify the river characteristics like flow direction, its tributaries.]

[3.][Agricultural expert.]

[To identify the land suitable for agriculture and take the soil samplings for testing at the central office. Make a detailed note on the land and the forest area.]

[4.][Local administration: Elected (MLA /MP /Representative) and government official (DC/ Thahsildar/ Survey officer).]

[For giving details about government and owners land on the river bed, cities and villages on the bank of the river and at the near by places, important places on the bank and near by.]

[5.][Photographers.]

[For recording the events according to the land mark and axis basis.]

[6.][Boat security.]

[For protection purpose in case of the emergencies.]

3. River scanner team members:

[Sl.No.][Member.]

[Mode of work.]

[Instruments.]

[1.] [Sonology engineer.]

[For doing the river scanning, to computerize it, and for communication (No river scanning is done for minimum 10 kilometers in the top of the/proximal to falls and rapids).]

[River scanner.]

[2.][Hydraulic engineer.]

[For assessing the flow direction and velocity of the river.]

[Flow meter.]

[3.] [Technical assistants.]

[For fixing the poles on either the sides of the river, and for creating the scanner path way, for fixing the scanner machine ect.]

[Poles, wires, scanner path saw tape.]

[5.][Photographers.]

[For recording the events according to the land mark and axis basis.]

[Photo/Videography materials.]

[6.][Navy officer.]

[To drive and maintain the boat.]

[Boats and necessary things.]

[7.][Boat security.]

[For protection purpose in case of the emergencies.]

[Security materials.]

4. Land marking boat members:

[Sl.No.][Member.]

[Mode of work.]

[Materials.]

[1.][Land marking Supervisor.]

[Guides the land marking team to fix the land mark after receiving the print out from the hill side boat, assess the axis and fixes it at the site.]

[North south pole magnet.]

[2.][Technical assistants.]

[For fixing the iron land mark.]

[Driller, welder, Iron pipes, Iron poles, Land marking plates & others.]

[3.][Mesons.]

[To create a small platform around the land mark so that the iron poles are not disturbed and for easy recognition of the site for future needs.]

[Cements, crushed stones, iron, working instruments.]

[4.][Photographers.]

[For recording the events according to the land mark and axis basis.]

[Photo/Video graphy materials.]

[5.][Navy officer.]

[To drive and maintain the boat.]

[Boats and necessary things.]

[6.][Boat security.]

[For protection purpose in case of the emergencies.]

[Security materials.]

5. Security boat Members:

[Sl.no.][Member.]

[Mode of work.]

[1.][Navy officer.]

[To drive and maintain the boat.]

[2.][Security officers from navy. Swimmers, divers and others.]

[For protection with protective materials.]

[3.][Medical team.]

[With necessary materials with land stand by ambulance.]

6. Vehicle drivers, Mess and Lodging arranging team:

[Sl.no.][Member.]

[Mode of work.]

[1.][Drivers.]

[Transportation.]

[2.][Mess workers.]

[Boarding.]

[3.][Dhobi and room boys.]

[Laundry and lodging.]

10.18. The coastal and river Survey procedure.How to proceed in the work?

A. Coastal survey.

We need to start our work with coastal survey. We need to start our journey from Kanyakumari (Tamilnadu). First we need to mark the land mark of 0 (Zero) kilometers at south tip, and the Newmore ship moves towards north and to the east in the east cost, and the Lakhpath ship moves towards north and to the west in the west cost. These front ships unroll the measuring tube tapes gradually and move for 2 kilometers and during traveling, the axis and the distance are recorded in the computer by RCS soft ware with the help of Axis meter and Speedometer/distance meter inputs, and the ship is stopped at 2 kilometers. The supporting ship visualizes the entire coarse of the floating measuring tube tape by starting its journey from Kanyakumari, and will be instructing the

front ship for distance adjustment through cordless phone, in such a way that there should not be any curling in the tape tube, it should be freely floating on the sea, and the tube tape tension should be equal at all the land marks readings as it is measured at both the ends of the tube in the front ship and Kanyakumari ship. No movements are done in the Kanyakumari ship until all the readings are done at the front ship. Once the reading is done and the printout is given to the land marking ship, the kanyakumari ship starts its journey by gradually rolling the tape tube and reaches the front ship and it is stopped at the land mark 1(CM1), then the tube tape is rolled back in the front ship and then the procedure is repeated through the entire costal area. In the coarse if the front ship meets the special places like costal river point or an harbor a special (extra) reading is done and printout is taken and given to the land marking ship for making special land mark like CM1/a.containing some of the information’s like which river’s river costal point, name of the place, name of the taluk, name of the district and the state, distance from the near major costal city, distance from Kanyakumeri (landmark0) ect.

When we reach Newmore (Westbengal) or Lakhpath (Gujarath) from Kanyakumari, we will have the information’s like costal axis, costal distance, distance from Kanyakumari, costal river points, harbor points with address like place, taluk, district, state names and others, in our hand, along with the land marks at their original places for easy identification and for our RCS work in the future.

B. River survey.

1. Survey of the Falls and Rapids.

Rapids and falls are seen in all the rivers, it is because of the unevenness of the earth. For our project it is better to assess the details of rapids and falls sites early and separately with better team with all the safety measure for getting the accurate results without any accidents during the survey.

First we should know places of the falls and the rapids present in the river. This information we can get by looking at the information’s collected from the data collecting system as explained earlier. And it is cross checked by aerial survey and the accurate number of falls and the rapids in each river is assessed for the work plan. And required number of teams for the survey of the Rapids and Falls are created. The team does the assessment of the geography and puts the land mark at the falls and rapids. The land marking are done at every one kilometer apart from the markings at the top and bottom of the falls or rapids as mentioned earlier. And the survey team is going to assess the level at the bank of the river but not in the river especially in the top of the falls and rapids and ultimately 1 to 2 meters are lessened depends on the difference we see between the river water surface and the land survey level meter angle kept on the bank of the river and it is lessened and documented. The factors to be observed in this survey are height of the falls, one and two kilometers distance markings from the top marking and the bottom marking, and the level difference between these points.

Wearing protective appliances is a must when in duty like air jackets and helmets and others for all the working members even if they are working at the bank of the river because there is always a chance of slipping from the bank and getting in to the trouble. No one is allowed to enter the water at the top of the falls and rapids. Top marking is done 20meters (minimum) proximal to the top edge of the falls, a platform, around the marking, a barricade around the platform and a safe path is created for future purposes.

The first land mark is put 2 kilometers distal to the lower end of the falls and rapids and it is marked - FM0. The second land mark at one kilometer from the first land mark towards the falls or rapids - FM1. The third landmark at the bottom of the Falls and Rapids that is 2 kilometers from the first land mark - FMB2 (Bottom). The fourth land mark is put at the top of the falls and the distance is same in case of falls – FMT2 (Top) and in this FMT2(Top) land marking the level difference is mentioned with the same distance value from the FM0, where as in case of rapids both the level and the distance values has to be measured and mentioned [RapidBM2 (bottom) and Rapid T M2 (top)] If the top marking at the top of the falls is done 20 meters proximal to the edge of the falls then it is mentioned as-FMT/2+20meters (In case of rapids this distance is 2kms + distance of the rapid + 20 meters). The fifth land mark is done one kilometer proximal to the falls top mark lessening 20 meters correction – FM3 (3 kilometers from the FM0 marking, where as in case of rapids this distance is 2kms + distance of the rapid + 1 kilometer -20meters). The sixth land mark is at two kilometers proximal to the top edge of the falls/rapids - FM4 and thus the falls and rapids survey team is going to survey the plain river for a distance of two kilometer proximal and distal to the falls and the rapids.

We may need to create a small walking path at the south and west border of the river for our survey purpose for two kilometers at proximal and distal river beds.

An example of the survey method is given here.

Picture: Survey of the Falls and Rapids.

In this graph, there is a falls of height of 20 meters at 11.5 kilometers, 35 to 55 meters from base to top of the falls. The Falls and rapids survey group measure two kilometers from the bottom of the river, and they mark that point as FM0-distance 0-level 0. The next mark is at one kilometer toward the falls, they mark it as FM1-distance 1kilometer-level-3meters as measured by the level meter (even the flow can be assed at this place along with the axis). The next point is at the base of the falls FMB/2-distance2kilometers-level10meters (3meters difference betweenFM0and FM1, 7meters difference between FM1 and FMB/2). Next point is at the top of the falls-FMT/2+20meters (this value may be changed based on the geographic architecture of the top site of the falls) – distance

2kms-level30meters -falls height is 20meters. Next point is FM3-distance 3kms – level 33meters. Next point is FM4-distance 4kms – level 35 meters. This information along with the name of the river and the name of the falls and address is documented and the land mark is done and then the team goes to the next falls or the rapid at a higher level for survey in the same manner.

Tying point for all the top working sites: 30 meters (This length may vary according to the geographical variations). The tying point is nothing but a strong structure at the top of the falls which is present either naturally, like a tree or artificially created site like a rock is grilled and the iron pole is fixed to it. To that, all the working people is connected, by a rope while they are working at the top in such a way that, it should allow the free movements of the working people, but if they fall by mistake, he should not reach the place which is near to the top edge of the river This is done at least the work of fencing and pinning is completed. The fencing is nothing but iron poles are grilled in to the rocks at a safe place and the wire net mesh is fenced for the iron poles as a permanent structure. Pinning is process by which the strong iron poles are fixed at the working site in such a way that even if a strong pipe or the falls height measuring instrument breaks and falls it should be obstructed by these pins.

How the plain river survey team utilizes this information in their work and skip the falls survey but add the falls level correctly.

It is explained with the help of the graph. Now, we have the data and the landmarks at the site of the falls given by the ‘survey team of the falls and the rapids’. The team that they survey the plain river will reach up to FM0 land mark that is the starting land mark for that falls, which is present 2 kilometers from the base of the falls. For the group of the falls and rapids survey team the level at the FM0 is 0mts level, because that is their starting point. But, for the survey team of the plain river, that becomes the temporary end point and the distance and level obtained till that point is marked beside FM0, in the same point.

Then the plain river survey team go up, at the top of the falls and trace the FM4 land mark laid by the falls and rapids survey team, and add the distance and the level values given by the falls and rapids survey team to their values marked at FM0 and the values obtained is marked at the same point at FM4. Then they go to the next point, it is not the 2 kilometers from the FM4, but it is the near two kilometer point to FM4 that is calculated from the costal river point.

In this graph, the plain river survey team, go on surveying the plain river and reached 8 kilometers distance from the costal river point, and the level of the river at this point is 32 meters. Then the plain river measuring team finds the FMO mark put by the falls and rapids survey group, there the survey group of the plain river stops their journey temporarily and mark the value like the distance is 9.5 kilometers and the level is 33 meters. Install the land mark with the true values, and go to the top of the falls in search of the FM4 land mark. When once FM4 point is identified, the values provided by the Falls and Rapids survey group is added as shown in the table.

[Site/land mark.]

[River Distance in kilometers.][River Level in meters.]

[FMO- Ending point of the plain river survey

group and the starting point of the falls and rapids survey group.]

[9.5][33]

[FM4- Ending point of the falls and rapids survey group and the starting point of the plain river survey group.]

[4.0][35]

[So, the total river distance and level at FM4 becomes,]

[13.5][68]

Picture: Utilization of the information of the Falls and Rapid survey team by the plain river survey team.

Then the next land mark comes at 14 kilometers, that is next half kilometers from the land mark FM4, where the river distance is 14kms and the level is 68 meters only. Then the Plain river Survey team proceeds in their work, and put the next land mark at 16 kilometers, that is 2 kilometers away from the 14 kilometer land mark. Like this they proceed in the plain river survey and reach the site of origin of the river.

Why we need to survey the falls and rapids separately by creating a separate survey team?

The reasons are,

Surveying the falls and the rapids is a high risk procedure, because the velocity of the river is high near the falls especially at the top, and the flow is unpredictable because of the presence of the river curling, whirling, swirling, eddy, vortex, maelstrom, undertow, undercurrent, Scylla,

disturbances, spinning, twisting, surging, rolling, gorge, back current, countercurrent, spirals, waterspout, turmoil, dizzy, fury, gargoyle, curving, in draft, turbulence, dreggy, torrent, tide and others.

The height of the falls is an obstacle for the survey and it is not possible to climb because of the slippery surface, so we need to utilize some of the instruments to measure the falls height – falls height measuring meter (see instruments section).

Since, it is a high risk procedure, complete instrumental support – both mechanical and electronic systems, safety measures, medical care to handle if any accident occurs should be available at the spot.

To avoid accidents, no one is allowed to enter the river and go near the edge of the falls, the mechanical antenna, the falls measuring tape and the cameras will do the work of measuring the falls height, so naturally this team has to be provided with more technical support and thus the maintenance cost also goes up, which is not necessary for the plain river survey team.

2. Survey of the plain river.

The survey team of the plain river is starting their journey from the costal river point as it is marked by the costal survey team. They also put the land mark as the starting point beside the costal river point land mark in the same place. Then the team proceeds in their journey. Illustration and photography team composed of one survey engineer, agricultural expert, soil testing scientist, geographer, geologist, video and photographer team can tour the necessary areas and the river area in their zone and can prepare the report in sections early enough and it can be added to the exact site during river survey to decrease the survey time if needed.

This team has 10 boats.

Hill side boat: Which moves in the front, towards the origin of the river . Which contains the hill side tip of the tape tube that passes along the coarse of the river, tip water level adjuster of the level meter, axis meter, laptop with RCS soft ware, printer, members of the hill side boat, all are in protective wear (explained later).

Sea side boat: Which moves next to hill side boat, maintaining a distance of 2 kilometers, which contains sea end of the level meter with level meter vertical tube, sliding camera for reading, its motor, tank, laptop with RCS soft ware, members of the sea side boat, all are in protective wear.

Supporting boat: Which moves all along the way of the river, if it finds any tributary it goes for a distance and identifies it. Which contains the people from local administration, Photographers, agriculture experts, soil collecting team for testing, all are in protective wear.

River scanner team: To scan the river at land mark area or any next possible area according to the need. Which scans the river, identify the cross sectional area of the river and assess the velocity of the river with the help of river flow meter and calculates the flow and provides this information to the hill side boat and this also maintains a separate register of findings recorded with details of the land mark, all are in protective wear.

Land marking boat: Which gets the print outs for land marking and inserts the land mark at the correct site. It contains the land marking poles, land marking plates, driller, cement, crushed stones and materials necessary for the meson works and the members of the land marking boat, all are in protective wear.

Security boat for the hill side boat members, all are in protective wear.

Security boat for the sea side boat members, all are in protective wear.

Security boat for the supporting boat members, all are in protective wear.

Security boat for the River Scanner team boat members, all are in protective wear.

Security boat for the land marking boat members, all are in protective wear.

Procedure:

The hill side boat gives the print out to the land marking boat at the costal river point, based on the costal survey teams report and the land mark. The land marking team fixes the ‘0 land mark’ at the same point at the river costal point. After giving the print out the hill side boat moves for 2 kilometers leaving the tube tape in the river along its course of the river and stops at 2 kilometers. During its journey the axis of the river with distance is recorded. The river level is measured by the sea end boat and the level is recorded by taking measurement of the fluid column in the transparent vertical column and that is level of the river at the land mark 1 and then it starts its journey towards hill end boat and reaches hill end boat. The tape tube is rolled back to the hill end boat, the hill end boat gives print outs to the land marking team as it receives the level from the seaside boat and proceeds its journey after receiving its message from the supporting boat telling about the tributary and diversions/river splitting and others. The hill side boat some times may need to give special land marking printouts to the land marking team at the site where the tributary joins the river, where there is a river splitting, where there is a special site like big city, temple others and it is marked ‘landmark1/a’ ect. As soon the sea end boat starts its journey from the previous land mark, the river scanning team starts their work and record the river flow on land mark basis. This process continues till the team reaches the river origin/ till sufficient water is available for diversion adding the level and distance values of rapids and falls in the course. Every day the information’s are mailed to the central & zonal office, because the information’s may be lost or may be damaged or may not be available due to technical problems and the entire work may go waste. And in the central & zonal office all the events are recorded in a systemic way by classification and there should be a possibility to add the information’s received in the subsequent days.

C. Land survey.

The land survey team for the future primary channel will start their work only after the completion of the work of surveying the coastal area and the river with their tributaries, the survey compiling and identifying the ‘probable primary channel ends/points’ between the rivers. The identification of the end of the PPC can be done after assessing and considering the few points like, the area which is drought prone, where there is less raining, where there is more land available for agriculture.

Where there is sufficient water available for diversion, without impairing the flow in the natural pathways in such a way that no water enters the sea without being utilized usefully on the land.

These river points are considered , after considering the sufficient land level difference for easy flow of water in the future primary channel by gravity in case of flow based canals and the same level points in case of water level based canals.

Once the land marking team receives the starting and ending landmark points of that segment of the primary channel, it makes an aerial survey and identifies few points with similar land levels. And the help of the land markings done by the local administration can also be taken in to the consideration (please see the section ‘Utilization of this survey for further activities’) for this purpose. Now the team has an approximate idea of where the future primary channel will come. But for identifying the exact site the team has to proceeds on the land with the level meter for land survey (please see instrument section for ‘how this level meter for land survey works’). And the land marking are done when once the definite path is identified.

The rivers and the sea are more straight forward nature secrets, unlike the land. The rivers, themselves shows the levels and the path in the land by flowing in their natural pathways and it is the clue for the human brain, where as the land is the hidden secret, which will never shows its path for us.

A single setting survey is enough for surveying the river and the sea where as multiple setting survey may be required for surveying the land. By doing the river survey we get two points in the adjacent rivers/its tributaries, and multiple points with the multiple rivers/its tributaries. By having reasonable level difference (flow gradient) between the proximal and the distal rivers, we can get the starting and the ending points of that segment of the Primary channel. Since, it may not be the straight line, we need to survey the land based on the level difference. Even though, we know the two end of the canal, if we go directly on the land it may consume lot of man power and economy. So, there is a necessity to do an aerial survey to know the approximate land level through which the channel passes in the future, as we said earlier. When once we come to know the probable channel site by aerial survey, then, we need to start our journey on the land, and we have to start our journey from the proximal end, and we need to proceed by gradually going down and down until we reach the distal point that we desire. Until we reach the distal point, we are not sure, that whether we will reach the desired distal point or not, so at this stage the survey becomes temporary. If we succeed in reaching the desired distal point with gradual decline in the level, then it becomes the permanent survey and the permanent land marking can be done for creating our future primary channel.

If we start our journey on the land we may have to pass through many types of land like forest area, land with agricultural crops, land without crops, depressions, reservoirs, across the rivers ect. So, some times we have to go by vehicle, some times by walk, some times by sailing over the reservoir ect. If the land are without crop, and there is no road, then we can travel either by tractor or by tanker base, if the land has crops, in that case the owner may not allow the team to do the survey. Some times, for eyes the land may look plain, but in reality it may have elevations and depression for a long distance, like this we may have to lot of problems during the land survey.

For making these things easy, few points we can consider, like,

Usage of level meter on land (explained in the instruments chapter), will guide us pathway in which we have to move - if we move down the fluid column in the distal team raises, if we move up the fluid column in the distal team depresses, if we are moving in the same level the level in the fluid column remains the same.

Usage of survey data of the rivers and its tributaries as shown in this graph.

Picture: Survey data of the rives and tributaries.

Now in this graph the river A joins the costal axis at CRP-A. And the river –B joins the costal axis at CRP-B. River A has two tributaries A1 & A2. River B has two tributaries B1 & B2. Tributary A1 is joining the River A at a distance of 4.13 kilometers and at the level of 14 meters above the mean sea level. Tributary A2 is joining the River A at a distance of 5 kilometers and at the level of 16 meters above the mean sea level. Tributary B1 is joining the River B at a distance of 4.47 kilometers and at the level of 16 meters AMSL. Tributary B2 is joining the River B at a distance of 3.4kilometers and at the level of 8meters AMSL.

The River survey team has already marked the landmarks on the south and the west border of the river as shown in this graph. The central team has analyzed the entire situation and decided to inter link the river A and its tributaries with the river B and its tributaries since the River A contains more water and flowing all the time. Here not only the level of the river but the level of the tributaries is also useful in identifying the path of the primary channel flowing on the land.

Picture: Both the levels of the rivers and tributaries are useful for identifying PC Points.

So, in the following graph the following points (gradually declining levels) are taken in to consideration for creation of the primary channel. It is shown in the next table,

Picture: PC created with the levels of the river and the tributaries.

[Sl.No.]

[Name of the river or the tributary.]

[Length of the river / tributary from the CRP (In kilometers).]

[Length of the tributary from the River Tributary Point (RTP) (In kilometers).]

[Level AMSL. (In meters)]

[1.][Tributary A1.][6.5][2.75][38]

[2.][River A.][8.5][-][30]

[3.][Tributary A2. ][9.5][4.75][22]

[4.][Tributary B1.][4.5][0.5][21]

[5.][River B.][5.9][-][18]

[6.][Tributary B2.][7.25][4.25][14]

If we look in to the last column in the above table, there is a gradual decline in the meeting points of the primary channel with the rivers and the tributaries, where as the distance may be different, that is not an important aspect for RCS.

As soon as the river survey team completes its survey, the district/ taluk/ village panchayat engineering system can identify all the water path way levels called LLM – Local Land Mark (may be

filled or dry water path ways) in their territories, based on the near by level value available in the river or its tributary (please see the section ‘Utilization of this survey for further activities’) and these points are also can be taken for the purpose of identifying the primary channel as shown in the graph.

Picture: LLM is also useful for identifying PC Points.

Like this we will get multiple points for creating the primary channels identified by the River survey team and by the local authority like district RCS committee (after the river survey is over) and thus we can make our work easy and accurate on the land for identifying the primary channel land marks/course.

Procedure of the land survey:

The First land team carries the guiding end of the level meter for the land survey and they will move either by vehicle / walk/ sail and stops at 2 kilometers with a depression of few centimeters as shown by the level meter. The second team rolls the pipe and reaches the first team and the pipe is shifted to the first teem, Temporary land marking is done at every 2 kilometers, and in the same way the team proceeds its journey, until it reaches the desired second point with a gradual decline. All the temporary land marks are made permanent when once the desired second point is reached. And cross checked for channel patency by tube testing. If tube testing is working properly (See Instrument section), then small game road is created along the way of the primary channel and the primary channel axis is determined by traveling in the vehicle attached with axis meter, when once the axis of the primary channel is determined we can assess the area of the land that the primary channel has to feed and thus the size of the channel can be calculated as mentioned earlier. Then it can be given for working like digging and for construction of controlling gates, channel side roads, electronic control system and others.

10.19. The Central, Coastal & Zonal divisions for the purpose of work decentralization.

It is shown in the form of the tables:

Teams:

[No.][Team name.]

[Survey work]

[1.][Central Office – New Delhi.]

[For coordinating the entire work, for implementing and for maintaining.]

[2.][Costal survey team 1.]

[Costal survey from Kanyakumari to New more.]

[3.][Costal survey team 2.]

[Costal survey from Kanyakumari to Lakhpath.]

[4.][Zonal office 1.Madurai.]

[Coordinates the survey work of,

1. Vaipur & Arjun. 2. Vaigai. 3. Noyil. 4. Kaveri. 5. Stanley.]

[5.][Zonal office 2.Bellary.]

[Coordinates the survey work of,

1.Ponniyar. 2. Penneru. 3.Tungabhadra. 4.Krishna. 5. Bheema.]

[6.][Zonal office 3.Hydarabad.]

[Coordinates the survey work of,

1. Kolleru. 2. Godavari. 3. Jalput. 4. Chilkalake.]

[7.][Zonal office 4.Raipur.]

[Coordinates the survey work of,

Mahanadi. 2. Bramhani. 3. Subarnarekha. 4. Damodar.]

[8.][Zonal office 5.Lucknow.]

[Coordinates the survey work of,

Yamuna. 2.Hugli. 3. Ganga. 4. Bramhaputra.]

[9.][Zonal office 6.Panaji.]

[Coordinates the survey work of,

1. Periyar. 2. Sharavathi. 3. Tapi. 4. Narmada.]

[10.][Zonal office 7.Gandinagar]

[Coordinates the survey work of,

Mahi. 2.Bhadar. 3.Sabarmathi. 4. Luni.]

[11.][Fall & Rapids survey team 1.]

[Survey of falls and rapids in the rivers,

1. Vaipur & Arjun. 2. Vaigai. 3. Noyil. 4. Kaveri. 5. Stanley.

And falls and rapids of their tributaries which contain sufficient water for diversion.]

[12.][Fall & Rapids survey team 2.]

[Survey of falls and rapids in the rivers,

Ponniyar. 2. Penneru. 3.Tungabhadra. 4.Krishna. 5. Bheema.

And falls and rapids of tributaries which contain sufficient water for diversion.]

[13.][Fall & Rapids survey team 3.]

[Survey of falls and rapids in the rivers,

1. Kolleru. 2. Godavari. 3. Jalput. 4. Chilkalake.

And falls and rapids of their tributaries which contain sufficient water for diversion.]

[14.][Fall & Rapids survey team 4.]

[Survey of falls and rapids in the rivers,

Mahanadi. 2.Bramhani. 3. Subarnarekha. 4.Damodar.

And falls and rapids of their tributaries which contain sufficient water for diversion.]

[15.][Fall & Rapids survey team 5.]

[Survey of falls and rapids in the rivers,

Yamuna. 2.Hugli. 3.Ganga. 4.Bramhaputra.

And falls and rapids of their tributaries which contain sufficient water for diversion.]

[16.][Fall & Rapids survey team 6.]

[Survey of falls and rapids in the rivers,

1. Periyar. 2. Sharavathi. 3. Tapi. 4. Narmada.

And falls and rapids of their tributaries which contain sufficient water for diversion.]

[17.][Fall & Rapids survey team 7.]

[Survey of falls and rapids in the rivers,

1.Mahi. 2.Bhadar. 3.Sabarmathi. 4.Luni.

And falls and rapids of their tributaries which contain sufficient water for diversion.]

[18.][Plain river survey team 1.]

[Survey of plain rivers,

1. Vaipur & Arjun. 2. Vaigai. 3. Noyil. 4. Kaveri. 5. Stanley.

And plain river survey of their tributaries which contain sufficient water for diversion.]

[19.][Plain river survey team 2.]

[Survey of the plain rivers,

1.Ponniyar. 2. Penneru. 3.Tungabhadra. 4.Krishna. 5. Bheema.

And plain river survey of their tributaries which contain sufficient water for diversion.]

[20.][Plain river survey team 3.]

[Survey of plain rivers,

1. Kolleru. 2. Godavari. 3. Jalput. 4. Chilkalake.

And plain river survey of their tributaries which contain sufficient water for diversion.]

[21.][Plain river survey team 4.]

[Survey of plain rivers,

1.Mahanadi. 2.Bramhani. 3. Subarnarekha. 4.Damodar.

And plain river survey of their tributaries which contain sufficient water for diversion.]

[22.][Plain river survey team 5.]

[Survey of plain rivers,

1.Yamuna. 2.Hugli. 3.Ganga. 4.Bramhaputra.

And plain river survey of their tributaries which contain sufficient water for diversion.]

[23.][Plain river survey team 6.]

[Survey of plain rivers,

1. Periyar. 2. Sharavathi. 3. Tapi. 4. Narmada.

And plain river survey of their tributaries which contain sufficient water for diversion.]

[24.][Plain river survey team 7.]

[Survey of plain rivers,

1.Mahi. 2.Bhadar. 3.Sabarmathi. 4.Luni.

And plain river survey of their tributaries which contain sufficient water for diversion.]

[25.][Land survey team 1.]

[Land Survey below the level of Kaveri river including the following adjacent river landscapes,

1. Vaipur & Arjun. 2. Vaigai. 3. Noyil. 4. Kaveri. 5. Stanley.]

[26.][Land survey team 2.]

[Land Survey below the level of Bheema river including the following adjacent river landscapes,

1.Ponniyar. 2. Penneru. 3.Tungabhadra. 4.Krishna. 5. Bheema.]

[20.][Land survey team 3.]

[Land Survey below the level of Chilkalake and Jalput river including the following adjacent river landscapes,

1. Kolleru. 2. Godavari. 3. Jalput. 4. Chilkalake.]

[27.][Land survey team 4.]

[Land Survey below the level of Damodar river including the following adjacent river landscapes,

1.Mahanadi. 2.Bramhani. 3. Subarnarekha. 4.Damodar.]

[28.][Land survey team 5.]

[Land Survey below the level of Bramhaputra river including the following adjacent river landscapes,

1.Yamuna. 2.Hugli. 3.Ganga. 4.Bramhaputra.]

[29.][Land survey team 6.]

[Land Survey below the level of Narmada river including the following adjacent river landscapes,

1. Periyar. 2. Sharavathi. 3. Tapi. 4. Narmada.]

[30.][Land survey team 7.]

[Land Survey below the level of Luni river including the following adjacent river landscapes,

1.Mahi. 2.Bhadar. 3.Sabarmathi. 4.Luni.]

The Zonal office1,The Falls and Rapid survey team1, The Plain river survey team 1 and The Land survey team1 works in a coordinated fashion in the zone below Kaveri river. In the same manner all the similar number teams works in a coordinated fashion. The teams 1 to 5 zones are extending between the Western Ghats and the east coast, where as the teams 6 and 7 zones are present between the Western Ghats and the western coast. These teams until their zone level they work

with the coastal survey team and as soon as their coastal survey is over they start their work in their zone, in the beginning the all the component teams work together for falls and rapid survey and then for plain river survey. When once the report is ready they submit it to the central office. The land survey work is started only after the central team gives the land mark points for interconnecting the river and that becomes the primary channel.

The division of zones for work coordination, the area of the zone (below what river level) and the coordinating teams in the same zones are presented in this table.

[Sl.No.][Zone.][Below (To south) the level of the river.]

[Coordinating teams in this zone.]

[1.][1][Kaveri.]

[Zonal office 1.Madurai.

Falls and rapid survey team 1.

Plain river survey team 1.

Land survey team 1.]

[2.][2][Bheema.]

[Zonal office 2.Bellary.

Falls and rapid survey team 2.

Plain river survey team 2.

Land survey team 2.]

[3.][3][Jalput and chilkalake,]

[Zonal office 3.Hydarabad.

Falls and rapid survey team 3.

Plain river survey team 3.

Land survey team 3.]

[4.][4][Damodar.]

[Zonal office 4.Raipur.

Falls and rapid survey team 4.

Plain river survey team 4.

Land survey team 4.]

[5.][5][Bhramhaputra.]

[Zonal office 5.Lucknow.

Falls and rapid survey team 5.

Plain river survey team 5.

Land survey team 5.]

[6.][6][Narmada.]

[Zonal office 6.Panaji.

Falls and rapid survey team 6.

Plain river survey team 6.

Land survey team 6.]

[7.][7][Luni.]

[Zonal office 7.Gandinagar

Falls and rapid survey team 7.

Plain river survey team 7.

Land survey team 7.]

In the first setting, some of the northern most states of India like Jammu & Kashmir and the eastern states are not covered in the RCS system since these places are having adequate source of water locally. But still any places in these area needs water for any purpose, the water from the local source can be diverted in the form of miniature reticular canal system and the problem can be solved, for which two additional sets of teams may have to be created for the work. In the future all the irrigation departments from all the states need to be merged for administrative, technical and maintenance purpose.

10.20. Utilization of present working system to decrease the National economic burden – Engineering, Navy, Army and others:

We all know our nation has to save lot of money in all the fields, but at the same time we need to improve our infrastructure to make a model nation with good schools, colleges, hospitals, roads, railways, housing with availability of nutritious food for all the people living in this nation. So, we need to save lot of money in all the steps for future awaiting steps. When we give all the work for some agency, whether it is national or international agency, we need to pay more money for that agency as per their estimation and the country will be at the loss. So, we need to utilize the present working team, where knowledge is there but the work is less and thus we can save lot of money and can prevent economy wastage. At some places in the working system, the working people may not have much work to do or some of the work can be temporarily stopped for few months or the present working team is made to work for one more hour to cover the extra work that generates due to the shift of few working people to the RCS survey and thus the work can be done by our present system only without causing much national economic burden.

Now, we need to select people from various departments for different work at different levels until we put definite land marks for our future primary channel. For primary survey of RCS, the following man power and the materials present in the government can be utilized.

The Members of the teams are shown in the following table.

Members in the central office.

[Sl.No.][Designation.]

[Number of posts.][Total number of posts.]

[Deputation from the Department]

[Central team - One team]

[1][Honorable President NIP.]

[-][-]

[President of India.]

[2][President NIP.]

[-][-]

[Prime minister of India.]

[3][Chairman of NIP.]

[-][-]

[Chairman – Standing committee on water resources.]

[4][Members of NIP.]

[-][-]

[Member of parliament- Standing committee on water resources.]

[5][Honorable secretary- Central chief irrigation engineer.]

[1][1]

[Hydraulic Engineer.]

[6][Secretary - Central irrigation commissioner.]

[1][1]

[IAS officer.]

[7][Director – RCS.]

[1][1]

[For directing the project.]

[8][Director of Central Hydrology- Hydraulic engineer.]

[1][1]

[Presently working in any department.]

[9][Assistant Director of central hydrology- Hydraulic engineer.]

[3][3]

[Presently working in any department.]

[10][Director of central agriculture.]

[1][1]

[Presently working in any department.]

[11][Assistant director of central agriculture.]

[3][3]

[Presently working in any department.]

[12][Director of central geology-Geologist]

[1][1]

[Presently working in any department.]

[13][Assistant director of central geology – geologist. ]

[1][1]

[Presently working in any department.]

[14][Director of central geography – Geographer.]

[1][1]

[Presently working in any department.]

[15][Assistant director of central geography – Geographer.]

[1][1]

[Presently working in any department.]

[16][Director of central economics – Economist.]

[1][1]

[Presently working in any department.]

[17][Assistant director of central economics – Economist.]

[3][3]

[Presently working in any department.]

[18][Director of central RCS computerization – Soft ware engineer.]

[1][1]

[Presently working in any department.]

[19][Assistant director of central RCS

computerization – Soft ware engineer.]

[3][3]

[Presently working in any department.]

[20][Central Director of RCS survey compiling – soft ware engineer.]

[1][1]

[Presently working in any department.]

[21][Central assistant director of survey compiling – soft ware engineer.]

[3][3]

[Presently working in any department.]

[22][Director central map creation – Map creator.]

[1][1]

[Presently working in any department.]

[23][Assistant director central map creation – Map creation.]

[3][3]

[Presently working in any department.]

[24][Rain scientist]

[2][2]

[Presently working in any department.]

[25][Captain Air force]

[1][1]

[Air force]

[26][Captain Navy]

[1][1]

[Navy]

[27][Captain army]

[1][1]

[Army]

[28][Air force officer]

[10][10]

[Air force]

[29][Navy officers]

[10][10]

[Navy]

[30][Army officers]

[10][10]

[Army]

[31][Accounts officer.]

[3][3]

[Presently working in any department.]

[32][Cashier]

[3][3]

[Presently working in any department.]

[33][Store Keeper]

[2][2]

[Presently working in any department.]

[34][Office assistants]

[4][4]

[Presently working in any department.]

[35][Drivers and security]

[40][40]

[Presently working in any department.]

[Total number of posts]

[118][118]

B. Members of the coastal survey team (Two sets –east coast and west coast).

[Sl.No.][Designation.]

[Number of posts.][Total number of posts for two teams.]

[Deputation from the Department]

[Coastal team – Two teams]

[Staff of the Coastal office.]

[1][Director for coastal survey][1][2][Hydraulic engineer.]

[2][Accounts officer- coastal survey] team.][2][4][Presently working in any department.]

[3][Cashier – Coastal survey team] [2][4][Presently working in any department.]

[4][Clerks][2][4][Presently working in any department.]

[5][Store keeper][2][4][Presently working in any department.]

[New more ship members/ Lakhpath ship members]

[6][Hydraulic engineer][2][4][Presently working in any department.]

[7][Computer engineer][2][4][Presently working in any department.]

[8][Technical assistants][5][10][Army]

[9][Ship captain][1][2][Navy.]

[10][Ship driver][2][4][Navy.]

[11][Navy officer][4][8][Navy.]

[12][Security officer][4][8][Navy.]

[13][Doctor][2][4][Army]

[14][Nursing staff][2][4][Army]

[15][Photographer/Videographer][2][4][Presently working in any department.]

[Kanyakumari ship]

[16][Mechanical engineer][2][4][Presently working in any department.]

[17][Ship captain][1][2][Navy.]

[18][Ship driver][2][4][Navy.]

[19][Navy officer][4][8][Navy.]

[20][Security officer][4][8][Navy.]

[21][Photographer/videographer][2][4][Presently working in any department.]

[Supporting ship]

[22][Mechanical engineer]

[2][4]

[Presently working in any department.]

[23][Ship captain]

[1][2]

[Navy.]

[24][Ship driver]

[2][4]

[Navy.]

[25][Navy officer]

[4][8]

[Navy.]

[26][Security officer]

[4][8]

[Navy.]

[27][Photographer/videographer]

[2][4]

[Presently working in any department.]

[Land marking ship]

[28][Mechanical engineer]

[2][4]

[Presently working in any department.]

[29][Driller/ fixator - Technical assistant]

[4][8]

[Presently working in any department.]

[30][Mesons]

[4][8]

[Public works department.]

[31][Ship captain]

[1][2]

[Navy.]

[32][Ship driver]

[2][4]

[Navy.]

[33][Navy officer]

[4][8]

[Navy.]

[34][Security officer]

[4][8]

[Navy.]

[35][Photographer /video grapher]

[2][4]

[Presently working in any department.]

[36][Security boat drivers – 2 in each ship for 4 ships]

[8][16]

[Navy]

[37][Drivers]

[15][30]

[Presently working in any department.]

[38][Cook]

[4][8]

[Presently working in any department.]

[39][Laundry]

[6][12]

[Presently working in any department.]

[40][Room boys]

[4][8]

[Presently working in any department.]

[Stand by]

[41][Captain]

[2][4]

[Navy]

[42][Ship driver]

[2][4]

[Navy.]

[43][Mechanical engineer]

[2][4]

[Presently working in any department.]

[44][Computer engineer]

[1][2]

[Presently working in any department.]

[45][Security boat driver]

[2][4]

[Navy]

[Total number of posts]

[134][Per one team]

[268][For two teams.]

[Local MLA / MP / Representative + local administration – DC / Thasildhar maintenance is from the local authority.]

C. Team in each Zonal office.

[Sl.No.][Designation.]

[Number of posts.][Total number of posts.]

[Deputation from the Department]

[Zonal teams- Seven teams]

[Staff of the zonal team]

[1][Zonal director- Hydraulic engineer]

[1][7]

[Hydraulic engineer]

[2][Zonal secretary – Zonal irrigation commissioner]

[1][7]

[IAS officer.]

[3][Zonal director for Hydrology]

[1][7]

[Hydraulic engineer]

[4][Zonal assistant director for Hydrology – Hydraulic engineer ]

[1][7]

[Hydraulic engineer]

[5][Zonal Director for Agriculture ]

[1][7]

[From any department.]

[6][Zonal assistant director for agriculture]

[1][7]

[From any department.]

[7][Zonal Director for Zonal Geography]

[1][7]

[From any department.]

[8][Zonal Assistant Director for Zonal Geography]

[1][7]

[From any department.]

[9][Zonal Director for Zonal Geology]

[1][7]

[From any department.]

[10][Zonal Assistant Director for Zonal Geology]

[1][7]

[From any department.]

[11][Zonal Director for Zonal Economics]

[1][7]

[From any department.]

[12][Zonal Assistant Director for Zonal Economics]

[1][7]

[From any department.]

[13][Agriculture scientists ]

[2][14]

[From any department.]

[14][Zonal Director for Zonal land survey]

[1][7]

[From any department.]

[15][Zonal Assistant Director for Zonal land survey]

[3][21]

[From any department.]

[16][Zonal Director for Zonal RCS computerization - Soft ware engineer]

[1][7]

[From any department.]

[17][Zonal Assistant Director for Zonal RCS computerization - Soft ware engineer

[3][21]

[From any department.]

[18][Zonal Director for Information compiling – Soft ware engineer]

[1][7]

[From any department.]

[19][Zonal Assistant Director for Information compiling – Soft ware engineer]

[3][21]

[From any department.]

[20][Zonal Director for Map creation– Soft ware engineer]

[1][7]

[From any department.]

[21][Zonal Assistant Director for Map creation– Soft ware engineer]

[3][21]

[From any department.]

[22][Zonal captain- Air force]

[1][7]

[Air force]

[23][Air force troop]

[30][210]

[Air force]

[24][Zonal captain- Navy]

[1][7]

[Navy]

[25][Navy troop]

[30][210]

[Navy]

[26][Zonal captain- Army]

[1][7]

[Army]

[27][Army troop]

[30][210]

[Army]

[28][Accounts officer]

[3][21]

[From any department.]

[29][Cashier]

[3][21]

[From any department.]

[30][Clerks ]

[4][28]

[From any department.]

[31][Office assistants]

[4][28]

[From any department.]

[32][Store keepers]

[4][28]

[From any department.]

[33][Drivers]

[24][168]

[From any department.]

[35][Mess]

[5][35]

[From any department.]

[36][Room boys]

[5][35]

[From any department.]

[Falls and Rapid survey team]

[37][Zonal FRS director – Hydraulic engineer]

[1][7]

[From any department.]

[38][Zonal FRS Mechanical engineer]

[2][14]

[From any department.]

[39][Zonal FRS computer engineer]

[3][21]

[From any department.]

[40][Zonal FRS Technical assistant – Army]

[30][210]

[Army]

[41][Zonal FRS Technical assistant –Navy]

[15][105]

[Navy]

[42][Zonal FRS Mesons]

[10][70]

[Public works department]

[43][Zonal FRS Photographers]

[4][28]

[From any department.]

[44][Zonal FRS Doctors]

[4][28]

[Army]

[45][Zonal FRS Nursing staff]

[3][21]

[Army]

[46][Zonal FRS Laboratory assistant]

[2][14]

[Army]

[47][Zonal FRS Drivers]

[12][84]

[From any department.]

[48][Zonal FRS Cook]

[6][42]

[From any department.]

[49][Zonal FRS Laundry & Room boys]

[10][70]

[From any department.]

[Plain river survey team]

[50][Zonal PRS director]

[1][7]

[Hydraulic engineer]

[Hill side boat]

[51][Zonal PRS Mechanical engineer]

[2][14]

[From any department.]

[52][Zonal PRS computer engineer]

[2][14]

[From any department.]

[53][Zonal PRS technical assistants]

[2][14]

[From any department.]

[54][Zonal PRS Photographer]

[2][14]

[From any department.]

[55][Zonal PRS Navy officer]

[4][28]

[Navy]

[56][Boat security]

[2][14]

[Navy]

[Sea side boat]

[57]

[Zonal PRS Mechanical engineer]

[2][14]

[From any department.]

[58][Zonal PRS computer engineer]

[2][14]

[From any department.]

[59][Zonal PRS technical assistants]

[2][14]

[Army]

[60][Zonal PRS Photographer]

[2][14]

[From any department.]

[61][Zonal PRS Navy officer]

[4][28]

[Navy]

[62][Boat security]

[2][14]

[Navy]

[Supporting boat]

[63][Zonal PRS Hydraulic engineer]

[2][14]

[From any department.]

[64][Zonal PRS Agriculture officer]

[2][14]

[From any department.]

[65][Zonal PRS Photographer]

[2][14]

[From any department.]

[66][Zonal PRS Navy officer]

[4][28]

[Navy]

[67][Zonal PRS boat security]

[2][14]

[Navy]

[River scanner boat]

[68][Zonal PRS Sonology engineer]

[2][14]

[Sonology engineer]

[69][Zonal PRS Hydraulic engineer]

[2][14]

[From any department.]

[70][Zonal PRS Technical assistants]

[2][14]

[Army]

[71][Zonal PRS Photographer]

[2][14]

[From any department.]

[72][Zonal PRS Navy officer]

[4][28]

[Navy]

[73][Zonal PRS boat security]

[2][14]

[Navy]

[Land marking boat]

[74][Zonal PRS Mechanical engineer]

[2][14]

[From any department.]

[76][Zonal PRS Technical assistant]

[4][28]

[Army]

[77][Zonal PRS Mesons]

[10][70]

[Public works department]

[78][Zonal PRS Photographer]

[2][14]

[From any department.]

[79][Zonal PRS Navy officer]

[4][28]

[Navy]

[80][Zonal PRS boat security]

[2][14]

[Navy]

[Security boats – Five boats]

[81][Zonal PRS Navy officer-4 per boat]

[20][140]

[Navy]

[82][Zonal PRS navy security officer- 4 per boat]

[20][140]

[Navy]

[83][Zonal PRS Doctors-one per boat]

[5][35]

[Army]

[84][Zonal PRS Nursing staff-two per boat]

[10][70]

[Army]

[Vehicle, mess, lodging.]

[85][Drivers]

[20][140]

[From any department.]

[86][Mess workers]

[10][70]

[From any department.]

[87][Dhobi and room boys]

[15][105]

[From any department.]

[Stand by]

[88][Navy officer]

[4][28]

[Navy]

[89][Mechanical engineer]

[2][14]

[From any department.]

[90][Hydraulic engineer]

[1][7]

[From any department.]

[91][Photographer]

[2][14]

[From any department.]

[Total number of posts]

[ 465][For one team]

[3255][For seven teams]

[Local MLA / MP / Representative + local administration – DC / Thasildhar maintenance is from the local authority.]

Members in the Land survey team:

The land survey is done after the coastal survey (East and West coast), river survey (Zone wise) and the compiling information (Nation wise).

So, the member involved in the coastal survey and the River survey (both falls and rapids survey and the plain river survey) teams can involve in the further activities of the project, and it is better to utilize the same team as they have already finished their work of river survey in their own zone and they can easily involve in the land survey since they will be knowing all the land marks that they have already put at the site. But for a new team it consumes little time to know the landmarks. So, the same team can be given the new responsibility of surveying the land for primary channel in the same zone.

Groups and Teams in the land survey team:

The same zonal team members are reorganized to do the land survey.

The total members are divided in to two or three teams in one zone, and each team in the zone can involve in the work of creation of different primary channel like Primary channel 1, Primary channel 2, Primary channel 3 and others in their own zone. And each team is again divided in to different groups, and each group will have different responsibility of work in the team.

1. Front group– The team that goes in the front with the vertical tube in the front with the fluid column.

2. Second group – The team follows the front team in doing the survey, with the help of the rear end of the level meter.

3. Supporting group – Supporting team helps both the team to conduct the survey in a smooth way and observes the fluid column throughout.

After finishing the work of land survey, after the analysis of the channel size, after the allocation of the work to the village panchayat / contractors, the same survey team can be given the new responsibility of supervising and maintaining the reticular canal system. It is better to make ‘One Irrigation department for the entire nation’ and uniform charges can be collected for the entire nation. All the working people in the Irrigation department can work under one board, like Indian railways and the maintenance becomes easy.

10.21. The Survey team training.It is very important to give the proper training for the people involving in the RCS. If there is mistake in surveying, especially during the level - distance measurement and insertion of land marking at any point, the reticular canal system will have the problem in water flow and some time we may need to conduct the survey again. To prevent this we need to give good training to the technicians who survey the level - distance in Plain River and in the fall and rapids. We need to give training for different group who does different type of work as mentioned in the table.

Coastal survey team training.

Sl.No. Mode of work.

1 Coastal survey team directors.

2 Survey engineers.

3 Navy officers.

4 Air force officers.

5 Technical assistants.

6 Photographers.

7 Accounts officer.

8 Security team.

9 Mesons.

10 Medical team.

11 Drivers, Cook, laundry, room maintenance.

12 Describing the project to the local authority and the administration.

Zonal survey team training

Sl.No. Mode of work.

1 Zonal directors.

2 Hydraulic engineers.

3 Soft ware engineers.

4 Electronic engineers.

5 Survey team engineers.

6 Mechanical engineers.

7 Navy officers.

8 Army officers.

9 Photographers.

10 Agricultural experts.

11 Medical team.

12 Mesons.

13 Drivers, Cook, laundry, room maintenance.

14 Describing the project to the local authority and the administration.

10.22. Duration of the project.It is mentioned in this table:

[Sl.No.][Event.]

[Duration in days.]

[1.][Project discussion with the scientific committee members – Committee on water resources. This includes the project enumeration to the scientific team by me in detail. During the discussion any new idea or the related subject matter is included to make this manual a complete book for RCS. For example the Hydraulic engineer will add his necessary subject to the manual pertaining to RCS or a mechanical engineer may add few data for the instrument section, like that the geographers, geologist, environmentalist, civil engineers, soft ware engineers, economists and others will tell their contribution to this project and immediately it is computerized to prepare the manual including the budget.]

[30.]

[2.][Project discussion with the Political and administrative members. To implement this programme at various level and get the necessary things to do like manpower support from the various departments, data collection and to purchase the materials for the preparation of the materials necessary for the project. ]

[07.]

[3.][Manual script correction – Scientific data, language, spelling and others, Material purchasing, assembling and checking for its working status (First set only - Test basis), preparation of the training materials (Manual-Book and the working items) and giving for printing.]

[30.]

[4.][Working team selection by discussing the matter with the department like irrigation, agriculture, army, navy, air force, forest, chief minister and chief secretaries of all the states and others.]

[30.]

[5.][Preparation for team training – Identifying the necessary people, talking to them for the willingness for working in the project, creating teams, allotting subjects to the speakers including me on RCS and all the related subjects presented in the manual. Simultaneously materials necessary for all the zones are purchased and assembly is done by few members. Creation of the zonal office and the quarters by few members in all the 7 zones and the 2 costal offices.]

[60.]

[6.][Inauguration of the training programme and release of the manual and other books on RCS, CD’s, Software ect. ]

[01.]

[7.][Team training – General, group wise, zone wise, individual wise, demonstration of instruments, assessing their ability in their work ( Extra training may be given if needed to the individual/group to make them complete in their work)]

[75.]

[8.][Valedictory function of the training and distribution of the instruments and vehicles (From army/ navy/ air force, presently on temporary basis, later it may be made permanent or new one is purchased based on the requirement).]

[02.]

[9.][Departure of the teams to their zonal office – Zone wise.]

[15.]

[10.][Zonal level discussion for their work planning and the aerial survey of their zone especially over the rivers to make the work plan.

The costal survey team starts their survey from Kanyakumari. Selected two survey officers will accompany the costal survey team until the team reaches the end of their zone and gets the partial report from the costal survey team. ]

[90.]

[11.][Fall and rapid survey (working hours: From bright visible light without mist to drop of clear working light, 5 days a week). Work starts with the presence of all the working members including the medical team.]

[60.]

[12.][Plain river survey (working hours: From bright visible light without mist to drop of clear working light, 5 days a week). Work starts with

the presence of all the working members including the medical team. Local land marking can be done by the local authority. The zonal office members will train the local authority to identify the local land marking sites by utilizing the nearby river or its tributary level and also how to make level measuring instrument by utilizing material at the local site like pipe and water in the tube.]

[120.]

[13.][Report making and submission to the central office by the zonal office.]

[15.]

[14.][Report analysis, information compiling and identifying the primary channel site by the central team at the central office.

During this period the zonal office will analyze the land characteristics in their zone and prepares its team for the land survey, and the land survey training at each zone.]

[60.]

[15.][Land survey proper after getting the starting and the ending points of the primary channel. Proper coordination is very important in the starting and the ending points of the neighboring zones as shown in the following picture. The name of the place may be the same but if the higher level primary channel is ending little distal to the starting point of the lower level primary channel in the next zone will not make the water to flow in the primary channel and it makes the water to flow in the river and the water reach the sea without useful contribution. The wrong method is shown in the figure 1, and the right methods are shown in the figure 2 & 3.

See Color atlas 10- Picture 2. Proper coordination is very important in the starting and the ending points of the primary channel between the neighboring zones.

The land survey includes the identification of the correct path of the primary channel, tube testing, creation of the game road, primary channel axis determination.]

[180.]

[16.][Determination of the site of the channel, size of the channel based on the area to be fed, the water availability are done by the central team and division of work on zonal basis and supply of standard gate systems.]

[ 100.]

[17.][Work allotment to village panchayat or for contract and work supervision. ]

[1000.]

[Total day without leaves.]

[1875 days.]

[In years without leaves - 5 years, 1 month, 20 days.]

[Total days with leave, If we add 25% leave to

the working days.]

[2344 days.]

[In years with leaves.]

[6 years, 5 months.]

[That means, if we start our work in the middle of the 2006, we will complete our work by the end of 2012, was the sentence written in the early quarter of the year 2006]

10.23. The Definitions & Nomenclatures in RCS:Why we need to define each terminology?

We use many words in this project, used commonly in day to day practice of the project. But we need to define each word with proper definition to decrease the errors in the work. Because many teams, many persons originally from different language will be working in this project. During the process of recording one team may use the word “river” and the other team may use the word “tributary” for the same water path, but during the time of compiling of the information there is chance for having the confusion and that may need clarification and delay in the work. So we need to set certain determinants (to set down the boundaries; to trace the precise outlines of; to determine or state the extent and nature of; to describe exactly; to give the distinguishing characteristics of; to constitute the distinction of; to differentiate; to state the meaning or meanings of) for each term and if that character fulfills the determinants, then we can give the specific name that is used commonly and we need to universalize the term (at least in the project) for utilization in the project.

Why we need to do nomenclature?

A river may be flowing in the different state and the same river may be called with one name in one state and in another name in the another state and one team may use one name and the other team may use another name, or few kilometers of the river may be called with one name another few kilometers may be called with another name. Like this if we use two or three names for one river then the compiling become a hard work especially to computerize it. So we need to select one name among the many names and we may have to give one ‘code’ for the purpose of computerizing.

The entire reticular system is composed of two sets of water path ways,

1. Natural water pathways.

2. Artificial water pathways.

The natural water pathways: These are the water pathways already existing in the nature and it is not man made which may contain flowing or stagnant water or may not contain water, but may contain either flowing or stagnant water during rainy period and the water flow may persist for few

hours, days, months ect, the examples are the river, tributaries, valley, streams, sea ect. Natural paths tell the truth by flowing in their own way from upper level to the lower level. If we follow the natural water pathways from the point where it joins the sea or in the reverse direction, we get either gradual increase or decrease in the level value. Usually in the natural pathways the amount of water goes on increasing as it is moving towards the sea in its natural course if it is not interrupted, so in the natural pathways there is more water towards the end at the point where it joins the sea and this point is always constant. But the starting points of the natural water pathway are inconstant and inconspicuous and it varies with seasons. So all the natural pathways are surveyed from the point where it joins the sea in the direction reverse to the flow of water and the findings are recorded in a systemic way in the paper files, in the electronic records and the land markings are done exactly at the spot and it should not be disturbed even in the process of creation of RCS, that mean if we are giving a land mark to interconnect the rivers it is necessary to give minimum 200 meters either proximal or distal to the point where the land marking are done. The land markings are going to be one of the permanent asset for the nation as it is going to be used even in the future by our next generation for extending the system if necessary. Any type of activity very close to the land marks will either destroy the structure or it going to be immersed in the soil taken out during the process of creation of the canal system and it is not possible to recognize it later.

The artificial water pathways: Are those water path ways that are created by the man in the past like already existing canal systems, dams, and manmade reservoirs in the nation and also the canal and the reservoir system that is going to be generated in the near future like the RCS (RCS will contains both the natural and the artificial pathways and reservoirs). All the artificial water path ways are named and the land markings are done from higher level to the lower level in the direction of flow of water and all the artificial paths are supposed to be containing more water at the beginning and less water towards the end as it is utilized throughout the length of the canal.

Some of the definitions for our work are given here,

[Sl.No.][Character with code.]

[Definition.]

[1.][River ‘R’or’r’.]

[River is the natural water pathway, originates at some place and always ends at the sea and it should be always flowing throughout the year. If is not ending at the sea it is not called river in this project for practical point view unlike in the common use. Example ‘r kaveri’ ]

[2.][Seasonal river. ‘sR’, ‘SR’, ‘Sr’.]

[Seasonal river is the natural water pathway, originates at some place and always ends at the sea and it may not be flowing throughout the year. If the seasonal river is not ending at the sea, it is not called river in this project for

practical point view unlike in the common use. Example most of the rivers in the west coast.]

[3.][Tributary. ‘T’, ‘t’.]

[Tributary is the natural water pathway, originates at some place and always ends at the river but not in the sea and it should be always flowing throughout the year. If it is ending at the sea it is not called tributary in this project for practical point view unlike in the common use. Example- ‘t kabini’. ]

[4.][Seasonal Tributary. ‘st’, ’ST’, ’St’.]

[Seasonal tributary is the natural water pathway, originates at some place and always ends at the river but not in the sea and it may not be flowing throughout the year. If the seasonal tributary is ending at the sea, it is not called seasonal tributary in this project for practical point view unlike in the common use. Example most of the tributaries both in the west and east coast.]

[5.][Stream S, s.]

[A current or rivulet or brook or gush or run or flow of water.]

[6.][Valley ‘V’, v]

[A stretch of low land lying between hills or mountains and usually having a river or stream flowing through it may not be flowing continuously.]

[7.][Primary channel. Pc, PC, pc.]

[Primary channel is the artificial water path way, which always arises from the river, but not from the tributary, it may pass through the other river/rivers or tributary or stream or dry/seasonal water path way ect. It may end in any water pathway, which may or may not have the flowing water or may be at the sea. If it is interconnecting three or more than three rivers then it is called ’long primary channel (Long

PC)’. If it is interconnecting only the adjacent rivers, that is only the two rivers then it is called ‘short primary channel (Short PC)’.]

[8.][Secondary channel. SC, Sc, sc.]

[Secondary channel is the artificial water path way, which always arises from the primary channel, but not from the river/tributary, it may pass through the other tributary or stream or dry/seasonal water path way ect and will not cross the river or the other primary channel (The secondary channel arising from the other primary channel will have the different name and number). It may end in any water pathway like the river, tributary, other primary channel or any other path ways, which may or may not have the flowing water or may be ending at the sea.

Some times we may have to dig the secondary channel trough out its length and it is called ‘artificial secondary channel (artificial sc)’. Some times there may be a dry water pathway and there may not be any continuous flowing water in the past, which may act like secondary path way/channel by draining the water from the primary channel and distributing the water to the lower areas and that natural pathway is called ‘natural secondary channel (natural sc)’.]

[9.][Tertiary channel. TC, Tc,tc.]

[Tertiary channel is the artificial water path way, which always arises from the secondary channel (may be artificial or natural secondary channel), but not from the river/tributary, it may pass through the other tributary or stream or dry/seasonal water path way ect and will not cross the river or the other primary channel or secondary channel (The tertiary channel arising from the other secondary channel will have the different name and number). It may end in any water pathway like the river, tributary, other primary channel or any other path ways, which may or may not have the flowing water or may

be ending at the sea.

Some times we may have to dig the tertiary channel trough out its length and it is called ‘artificial tertiary channel (artificial tc)’. Some times there may be a dry water pathway and there may not be any continuous flowing water in that path in the past, which may act like tertiary path way/channel by draining the water from the secondary channel and distributing the water to the lower areas is called ‘natural tertiary channel (natural tc)’.]

[10.][Quaternary channel. QC, Qc, qc.]

[Quaternary channel is the artificial water path way, which always arises from the tertiary channel (may be artificial or natural tertiary channel), but not from the river/tributary, it may pass through the other tributary or stream or dry/seasonal water path way ect and will not cross the river or the other primary channel or secondary channel or tertiary channel (The quaternary channel arising from the other tertiary channel will have the different name and number). It may end in any water pathway like the river, tributary, other primary channel or any other path ways, which may or may not have the flowing water or may be ending at the sea.

Some times we may have to dig the quaternary channel trough out its length and it is called ‘artificial quaternary channel (artificial qc)’. Some times there may be a dry water pathway and there may not be any continuous flowing water in that path in the past, which may act like quaternary path way/channel by draining the water from the tertiary channel and distributing the water to the lower areas is called ‘natural quaternary channel (natural qc)’.]

[11.][Barrier wall. BW, Bw, bw.]

[It is the wall created across the water path way to divert the water to the sides and it is

constructed perpendicular to the direction of flow of water.

If the barrier wall is constructed across the river, perpendicular to the direction of the flow of water then it is called ‘river bw (rbw)’. It is numbered from the sea side that means the 1st

number to the bw which is present close to the sea.

If the barrier wall is constructed across the tributary perpendicular to the direction of the flow of water then it is called ‘tributary bw (tbw)’. It is numbered from the sea side that means the 1st number to the bw which is present close to the river joining point.

If the barrier wall is constructed across the primary channel perpendicular to the direction of the flow of water then it is called ‘primary channel bw (pcbw)’. It is numbered from the point, where the primary channel starts, that means the 1st number to the bw which is present at the beginning of the primary channel.

If the barrier wall is constructed across the secondary channel perpendicular to the direction of the flow of water then it is called ‘secondary channel bw (scbw)’. It is numbered from the point, where the secondary channel starts, that means the 1st number to the bw which is present at the beginning of the secondary channel.

If the barrier wall is constructed across the tertiary channel perpendicular to the direction of the flow of water then it is called ‘tertiary channel bw (tcbw)’. It is numbered from the point, where the tertiary channel starts, that means the 1st number to the bw which is present at the beginning of the tertiary channel.

Usually we need not construct/ maintain/ create sensor system in the quaternary channel system other than the exceptional cases.]

Nomenclature:

Picture: Nomenclature bit graph.

Here there is a piece of graph is shown, which shows the part of the rivers like river vaipur, river gunaar, river vaigai. We can maintain the same name of the river as it is used before by the people, but only one name we need to take which is used by the maximum number of people.

The river vaipur reaches the sea at CRP1, the river gunaar reaches the sea at CRP2 and the river vaigai reaches the sea at CRP3.

The primary channel 1 interconnects the rivers vaipur, gunaar & vaigai. Since it is connecting the 3 rivers we can call it as a long pc.

There are 10 barrier wall are seen in this graph. Out of that 5 barrier wall are constructed across primary channel perpendicular to the flow of water in the primary channel and they are numbered from higher level to the lower level in the direction of flow of water like pc1bw1011,pc1bw1012, pc1bw1013, pc1bw1014, pc1bw1015. Pc1bw1011 means the, it is the 1011 barrier wall created across the primary channel 1. In the same way the barrier wall are constructed across the rivers but they are numbered in the reverse direction to the flow of water and the first number to the barrier wall close to the sea for example vaipurbw1pc1 that mean it is the 1 st barrier wall from coastal river point constructed across the river vaipur at the meeting point of the primary channel1.

In the same way barrier wall constructed at the beginning of the secondary channel is also shown to control the flow towards the secondary channel like sc806bwpc1, which means that it is the 806secondary channel arising from the primary channel 1 and the barrier wall constructed at the origin. Other details regarding the definitions and the nomenclature will be explained in the corresponding section.

10.24. Data compiling to identify the PC site.This step is done by the central team. This is a very important step in deciding and making the entire nation irrigated. Here, we need to follow the nature entirely, as it is. Any type of manipulation like administrative or law enforcing will adversely affect the water utilization and the task becomes a waste.

The data compiling by the central team starts after collecting the complete survey reports from the costal survey team and from all the zones particularly in electronic form. Each zone will submit their report comprising of the length, the level, the flow of water, the axis of the river, necessary illustrations, with their starting point at the coastal river point, and this coastal river points are basically marked by the coastal survey team. All these data are compiled together and the primary channel sites are identified. While identifying the primary channel sites many points are considered. They are,

1. Maximum water- Maximum level: The feeding points for the primary channel are basically considered where maximum flow of water is present (That is given in the survey record by multiplying the cross sectional area with the flow velocity of the river). Near the origin of the river the level may be more, and if we start our canal at that point it may cover more area, but what is the use? Usually, near the origin of the river, the river contains less water, and that water may not be sufficient for irrigating the more land available below its level, or, if we create the canal at that level, it may pass inside the forest area most of the times and it may pass away from the area suitable for agriculture and may not be useful for the land suitable for agriculture. If we create most of the canal inside the forest, then in winter and rainy season more water which generates from the forest can cause flood and enter the plain land but in summer the water may dry up in the forest area by the time it reaches the suitable for agriculture and the same situation continues in the living area as today (the forest area will get more water in the summer). So, we need to consider and balance of the maximum water availability and suitable maximum level possible for diversion. In this process, it is not enough if we consider only one river, it is necessary to consider all the rivers, their levels, their flow through which the Primary channel flows in the future. So, after getting the report it is necessary to look in to the details of all the rivers from northern most rivers to the southernmost river for considering the points (Places/Sites) for interlinking the rivers.

2. Maximum land level in the landscape: The landscape level is one of the most important factors that determine the primary channel level. The landscape area is nothing but the low level area present between the two ranges of hills. So, when we are creating the primary channel it is not possible to go above the maximum level available in the landscape. Even though we get more water on the northern mountain range at a higher level, it is not possible to divert it to the areas in the south with higher level, because the landscape between the northern range of mountain like Himalaya and the hills in the central India like Vindya and the south western hill like Sahyadri are at lower level.

3. Maximum area suitable for agriculture: It is better if we create the primary channel at the upper border of the land suitable for agriculture, so that maximum water can be utilized without much waste in the form of evaporation, and absorption in to the soil.

4. Continuity of flow of water: The primary channel points are created based on the site where maximum water is available for diversion. Here, we need to give more importance for the flow of water more than the cross sectional area. If we do survey soon after the raining in one particular area, we may get larger cross sectional area of water with lesser flow velocity in a stagnant depressed area.

5. Cost benefit factor: It is not wise to create hundreds of kilometers of channel for irrigating only few acres of land. In that area we need to store the water generated in that area only.

6. Gradual fall in the level: We need to balance the declining levels of the primary channel like neither rapid fall nor very flat. If the fall is very rapid, the primary channel will end in the sea very early, if the primary channel is very flat and the flow is very slow in the primary channel then there is chances of silt formation and block of the primary channel (Is silting is a constant process?, Is erosion is more with more rapid flow? For this please see under disadvantages of RCS section).

7. We also need to consider all the points recorded in the history and findings collected by the local administration and recorded during the process of survey like presence of villages, towns, temple, mosque, church, forest area and others during identifying the river meeting points and the path by the primary channel.

So, keeping all these points in mind we need to compile the data for identifying the primary channel site in a gradually declining fashion as mentioned in the following pictures. The stating point of any river in this system is the coastal river point, which is identified in the data provided by the coastal survey team, and the river survey starting point (data) are pasted over coastal survey data at the exact, corresponding costal river point, so when we paste all the rivers at their costal river point it will provide the real map with real distance and level values.

The data obtained can be compiled in two ways. A. Distance versus level. B. Level versus distance.

Picture: Data compiling to identify the PC site – Distance versus Level.

Picture: Data compiling to identify the PC site Level versus Distance.

In the above graphs, there are four rivers, River A, B, C & D. In graph A the length of the river is mentioned in kilometers in X axis and the level in meters above the mean sea level are mentioned in parallel x-axis on the river line itself. Whereas in graph B the level in meters above the mean sea level are mentioned in X axis and the distance in kilometers are mentioned in parallel x- axis in the river line itself. The details are given in the following table,

[River]

[Total length of the river in kilometers.]

[The level above the mean sea level at the point of origin of the river in meters.]

[River A] [1400] [300]

[River B] [1200] [200]

[River C] [1600] [600]

[River D] [1400] [300]

In the graph there are two primary channels, one at a higher level and another at a lower level.

The primary channel present at the higher level meets the river A at the distance near it origin at 1400 kilometers at the level of 300 meters above the mean sea level, it does not touch the river B, that means it passes above the level of the origin of the river B, it meets the river C at the distance of 950 kilometers at the level 275 meters above the mean sea level and it meets the river D at the distance of 1150 kilometers and at the level 260 meters above the mean sea level. The level of this primary channel at river A is 300 meters and in the river D is 260 meters, so there is a flow gradient of 40 meters between the river A and river D for the flow of water.

The primary channel present at the lower level meets the river A at the distance of 600 kilometers and at the level of 100 meters above the mean sea level, it meets the river B at the distance of 750 kilometers and at the level of 90 meters above the mean sea level, it meets the river C at the distance of 350 kilometers and at the level of 80 meters above the mean sea level, it meets the river D at the distance of 950 kilometers and at the level of 75 meters above the mean sea level, so there is a flow gradient of 25 meters between the river A and river D for the flow of the water.

Like this we need to compile the data and identify the points for interlinking the different adjacent rivers and thus to utilize all the water effectively without water being entering the sea without any useful contribution over the living land.

In the beginning the survey of the east and west coast (both are marked in blue line) is done, by the east and west coast survey team, as explained earlier. And the data will be submitted to the central team in the written and electronic form (both in digital and graphical form) for further activities.

For nomenclature purpose we need to make the list of rivers and their tributaries to each river and code for each river and tributary if needed is necessary.

The digital data is provided in the form as explained earlier and the form of the graphical data obtained by the east coast survey team is given here.

Picture: East coast survey.

The details of the coastal river points (CRP) obtained by the east coast survey team as mentioned in this survey graph are explained in the following table.

EAST COAST SURVEY TEAM

[Coastal river point]

[The river that joins the sea.]

[The distance from the south tip – Kanyakumari.]

[Land mark/survey board number.]

[Crp1][Vaipur][-][-]

[Crp2][Gunaar][-][-]

[Crp3][Vaigai][-][-]

[Crp4][Manimuttur][-][-]

[Crp5][Valiyar][-][-]

[Crp6][Kaveri][-][-]

[Crp7][Wallingdon][-][-]

[Crp8][Ponniyar][-][-]

[Crp9][Palar][-][-]

[Crp10][Noori][-][-]

[Crp11][Arani][-][-]

[Crp12][Swarnamukthi][-][-]

[Crp13][Penneru][-][-]

[Crp14][Munneru][-][-]

[Crp15][Palleru][-][-]

[Crp16][Krishna][-][-]

[Crp17][Kolleru][-][-]

[Crp18][Godavari][-][-]

[Crp19][Saradha][-][-]

[Crp20][Nagavathi][-][-]

[Crp21][Rushikulya][-][-]

[Crp22][Mahanadi][-][-]

[Crp23][Bramhmani][-][-]

[Crp24][Subarnarekha][-][-]

[Crp25][Hugli][-][-]

[Crp26][Padma][-][-]

The west coast survey team also provides the data in the similar way as the east coast survey team, both in digital and graphical form. A form of the graphical data obtained by the west coast survey team is given here.

Picture: West coast survey.

The details of the coastal river points (CRP) obtained by the west coast survey team as mentioned in this survey graph are explained in the following table.

WEST COAST SURVEY TEAM

[Coastal river point]

[The river that joins the sea.]

[The distance from the south tip –

Kanyakumari.]

[Land mark/survey board number.]

[Crp1][Athigal][-][-]

[Crp2][Kolloda][-][-]

[Crp3][Pambiyar][-][-]

[Crp4][Periyar][-][-]

[Crp5][Gayathri][-][-]

[Crp6][Beypore][-][-]

[Crp7][Payaswini][-][-]

[Crp8][Kumaradhar][-][-]

[Crp9][Netravathi][-][-]

[Crp10][Sita][-][-]

[Crp11][Sharavathi][-][-]

[Crp12][Redti][-][-]

[Crp13][Kalinadhi][-][-]

[Crp14][Ranchal][-][-]

[Crp15][Manavi][-][-]

[Crp16][Chapora][-][-]

[Crp17][Batsal][-][-]

[Crp18][Vailuma][-][-]

[Crp19][Tapi][-][-]

[Crp20][Narmada][-][-]

[Crp21][Sayait][-][-]

[Crp22][Mahi][-][-]

[Crp23][Sabarmathi][-][-]

[Crp24][Bhogava][-][-]

[Crp25][Shetrunji][-][-]

[Crp26][Bhadhar][-][-]

If we combine the data of both east and west coastal survey team as shown in the following graph we will get the complete details of the entire coastal area of India necessary for interlinking rivers.

Picture: East and west coast survey compiled.

When once the details of the coastal survey are available, the river survey can be started by utilizing the data of the coastal survey. We can begin our river survey in Zone 1 stating at the coastal river point 1 in the east coast (For example river Vaipur - river coastal point 1 at Bay of Bengal Sea). Like this each zone will start their work, complete their survey, and submit their report both in digital and graphical form to the central team for identifying the primary channel points in a perfectly working fashion.

The digital and the graphical recording of the data begin at the coastal river point and it is continued till the origin of the main river in which we started our survey. The distance in kilometers, axis in degree, level in meters, flow of the water in cubic meters per second are recorded as mentioned earlier and at every two kilometers land marking has to be done, the note is made in the illustration column, special note is made if needed and additional land marking is done at the point where the tributary joins the river, or at the beginning or ending of the falls survey team land marking boards. Like this after completion of the river survey in each zone the information’s are added one by one for identifying the primary channel site.

The zone 1 team will submit their report both in the digital and graphical form. The sample of the graphical form of the Zone 1 is given in the following picture in which the surveyed river is marked in blue line.

Picture: Zone1 survey added.

In the same way the Zone 2 will submit their report both in the graphical and digital form and the information’s are added by the central team. In the following picture the zone 2 rivers are marked in pink line.

Picture: Zone2 survey added.

The Zone 3 information’s are added to the previous data obtained, in the following picture the zone 3 rivers are marked in green line.

Picture: Zone3 survey added.

The data of the Zone 4 are added, in the following picture the zone 4 rivers are marked in lavender line,

Picture: Zone4 survey added.

The data of the Zone 5 are added, in the following picture the zone 5 rivers are marked in orange line.

Picture: Zone5 survey added.

The data of the Zone 6 are added, in the following picture the zone 6 rivers are marked in green line.

Picture: Zone6 survey added.

The data of the Zone 7 are added, in the following picture the zone 7 rivers are marked in blue line.

Picture: Zone7 survey added.

After adding all the data given by the coastal survey teams and the river survey teams form all the zones, we will get the complete picture for identifying the points for primary channel site. We can sit in the office and we can identify the course of the primary channel by considering the points already mentioned earlier.

Picture: Survey data of all the teams are added.

10.25. The second stage survey for identifying the Primary channel site / course and testing the channel patency:

After identifying the points for primary channel, the central team will give the report to each zone to the zonal office both in the digital and graphical form.

In the following graph river points are given for different primary channel.

In this graph the primary channel 1 is shown in red line, and the river points are marked in ‘+’ sign in green color. For each point the central team will give the details like name of the river, land mark number, the distance from the river costal point, the level above the mean sea level in meters and the flow of water in cubic meters per second. All the points as mentioned earlier in the chapter, ‘Data compiling for identifying the primary channel site’ are considered while mentioning the river points and the most important aspect is the flow level difference between the adjacent points in a declining manner.

In the similar fashion the river points for primary channel 2 is shown in yellow ‘+’ sign over the blue line, river points for primary channel 3 is shown in sky blue ‘+’ sign over the green line, and the river points for primary channel 4 is shown in sky blue ‘+’ sign over the purple line.

Now, the work of the secondary survey team is to identify the correct course of the primary channel between these adjacent river points in such a way that the water should flow easily by gravity with ease by using the land survey meter (which is explained in the earlier chapter).

Thus the course of the primary channel is identified and a small game road is created along the course of the primary channel identified. Then this path is examined for channel patency by conducting tube testing. If the tube testing is positive then only that path is given for creating the channel. The size of the channel will be given by the central team by calculating the area of the land to be irrigated by that segment of the primary channel, the amount of the water that has to flow in the channel as the continuation for the lower areas and the amount of the water available. The number of gates are created for secondary channel based on the number of natural paths (Natural secondary channels) available and the artificial secondary channel to be created for irrigating the entire land.

Picture: River points for primary channel for secondary survey.

10.26. The Electronic control system of RCS:This work will be done after the complete establishment of the reticular canal system. This is nothing but the controlling the flow in the natural and the artificial water paths by sitting at the zonal and the central office manually and automatically. The main purpose of creating the electronic control system of RCS is to utilize the water available and generated on the land to the maximum extent and to minimize the water entering the sea without any useful activity over the land at all the time without going to the exact site of the gate at odd hours.

We know if raining occurs at some place over the RCS at some level at some time, it is possible with the RCS to distribute the excess water generated to all the places below its level and to all the storing tanks and the reservoirs below its level provided we recognize the excess flow early enough and divert it to the area where more space is available for storing the water at the level as high as possible. If we do not recognize the flow early enough then the water will reach the lower level within few hours after raining and that water may not be possible to bring to the higher level and even if we store that water at a lower level, there may not be enough area for utilizing that water and thus it is a waste for storing. So, to prevent this we need to create the electronic system which recognizes the rise and fall of the water level in the channel early enough for better control and diversion. Even though we are going to create this electronic system at a later time, after the complete establishment of the RCS, it is necessary to think about this system early enough, before we start constructing the gate system, because, we need to create the gates in such a way that it should be possible to open/close manually at present and electronically later. So the gates has to be prepared for both manual and electronic operation in such a way that, if we fit the electronic controller as an extra fitting to the implanted gate at the later time it should work properly.

Here we need to consider the theory of water diversion: The water diversion basically depends on the area of flow and the pressure.

Picture: Theory of water diversion.

Here three figures are shown (For theoretical purpose),

In figure 1, the gate of the primary channel inlet, gate of the primary channel outlet and the gate of the secondary channel inlet are completely open. And the flow in the primary channel and the secondary channel is maintained at the equal level.

In figure 2, the gates of all the channels are completely open as before, but the flow level in the primary channel has increased. As the flow in the primary channel is increased the flow level in the secondary channel will also increase, this is due to there is increase in the area of flow and pressure in the primary channel and there is more area available for flow and less pressure at the secondary channel so the water diverts in to the secondary channel.

In figure 3, the gate of the secondary channel inlet is partially closed, so the area of flow in to the secondary channel is decreased and the pressure at the pre gate is more so less water is diverted in to the secondary channel and more water will flow in the primary channel itself.

This theory is an important theory for setting up the control levels, because the total land area available in the region of the secondary channel may be less and if we divert more water in the secondary channel then there may be less utilization and rapid fall of water and the water may go waste. So we need to leave the water in a controlled manner on requirement basis in the secondary channel as the flow level in the primary channel increase. But at the same time we need to keep the danger levels in the primary channel to prevent overflow in the primary channel and the damage to the primary channel.

How to create the electronic control system for the RCS:

The secondary channel are arising from the primary channel, the level of the water in the secondary channel will be guided by the area of the land that the secondary channel feeds and the type of the crop grown in that area.

The flow in the secondary canal can be controlled by creating the gate system in the distal primary canal and at the inlet of the secondary channel. And we need to create the protecting wall for the sensor column, the port for the electronic control system, pipe lines for the passage of wires and other civil works at the time of construction of the gate system. If we do the same work later, there is chance of developing cracks in the walls of the controlling gate systems and there is chance for accidents.

Picture: Level sensors in RCS.

Till the complete establishment of the RCS, the controlling work can be done manually. Later this work will be done by the soft ware automatically after the installation of the electronic control system may be minimal assistance and monitoring will be done by the man power.

The electronic control system has got multiple parts,

Recipient sensor.

Wire from the recipient sensor to the telecommunication set.

Message transmission from the telecommunication set to the satellite.

Message transmission from satellite to the Zonal control station for operation and to the central control station for information.

Message transmission from the Zonal control station to the telecommunication set.

Wire from the telecommunication set to the electronically controlled motor for opening and closing the gate.

The recipient sensor:

Recipient sensor is the column of sensors placed at the different places in the RCS, usually one at the proximal primary canal (Inlet of the primary channel), one at the distal primary canal (Out let of the primary channel), one at the inlet of the secondary channel. These multiple sets of recipient sensors are placed in the sensor column and each set will be representing the different flow levels like - low flow level, optimal flow level, high flow level, dangerous flow level with digital level values like X meters above the base of the canal with specific color code for each level like brown for low flow level, green for optimal flow level, yellow for high flow level, red for dangerous flow level in the monitors at the spot (if present), zonal control office and at the central control office (Color code system).

Picture: The recipient sensor column.

Wire from the recipient sensor to the telecommunication set.

These are the electronic cable / electric wires that carry the sensor message from the sensor column / system to the hard ware at the spot station.

Message transmission from the telecommunication set to the satellite.

The special telecommunication sets will receive the water level message from the sensor column through the cables and convert this in to the digital message and transmit it to the satellite, and this works like the cordless phone system, and the messages are transmitted like e-mail or internet message. A phone number has to be given if this system is working along with the present telephone system. For the uninterrupted message transmission and for decreasing the load on the present domestic telecommunication routes, we may have to launch a separate satellite for telecommunication system for the electronic control system of the RCS in the later years.

In the following picture, the level sensor column which senses the level of the water in the canal is shown, which sends the message to the telecommunication set continuously as and when there is change in the level of the water in the canal, the telecommunication set will transmit the message to the satellite.

Picture: Electronic control system – Recipient path.

The message transmission from the satellite to the Zonal control station for operation and also to the central control station for information:

From the satellite the messages can be received by the zonal/ central / other offices by opening the specific site like internet and message will be displayed over the monitor with color code. The zonal office and the central office will continuously monitor the level. It will direct the gate either to open or close, either automatically or manually based on the water level in the canal.

If the color code is in the brown level, that is in low flow level the upper or the proximal gates will open gradually till the water in the recipient sensor shows green level that is optimal level.

If the color code is in the red level, that is in dangerous flow level the distal gates and then the lower gates will open gradually till the water reach the yellow zone that is high flow.

If there is any sudden rise or fall in the water levels as sensed by the sensor system will give the alarm to observe the cause for it and to do the needful. If there is break down of the wall of the canal and the water is entering the agriculture land or the living area in excess, will lower the water levels in the sensors placed distal to the damage and the water level may also go down in the proximal sensors, if this thing happens the proximal gate are closed and the water is diverted to the other canal till the damaged canal is repaired.

If there is damage to the sensor system or there is repair of the sensor system at any point, then we need to consider the other sensors placed at the surrounding places in the feeding and draining sites to consider the level at the site from where there is no information’s are received and the cause has to be identified.

If we install a sensor column at the end of the secondary channel, where we expect the flow to be zero in the normal course that means all the water released at the higher level at the beginning of the secondary channel should have been utilized at the upper level only. If more water is entering the lower primary channel or the natural paths like rivers, it may go waste and the water may reach the sea, rapidly. So, if water flow is present at the end of the secondary channel then the corresponding level of water is restricted at the beginning of the secondary channel and the water is allowed to flow in the same primary channel further down.

It is possible to create a complete preprogrammed control system of software, if we know the exact levels of all the primary canals, secondary canals, river levels, reservoir levels with maximum and minimum levels set with divisions made like brown (Low flow), green (optimum flow), yellow (high flow), red (dangerous) flow level in the water paths. We cannot universalize the levels because it is system working with multiple feeding and draining sites, and utilization of the all the natural paths, so at some place the width of the water flow may be more but the depth may be less. If we consider only the depth and divert the water from a natural path to an artificial path, the water level in the artificial path may reach the dangerous levels.

Message transmission from the Zonal control station to the telecommunication set:

The zonal control office will assess the level carefully either manually or it is done automatically after knowing the level values and setting the level values in the software, and the message is continuously sent to the telecommunication set at the spot with specific phone number, the control station will specifically mentions that what gate to be opened/closed and how many meters to be opened/closed. The electronic message will be received by the set and it is sent to the electronic device for release of the electrical energy to the electronically controlled motor.

Wire from the telecommunication set to the electronically controlled motor for opening and closing the gate:

The electronic message will pass from the soft ware to the electronic instrument which releases the electrical energy to the motor fitted to the gate either in the rotating- clock wise – closing movement or anti rotating – anti clock wise – opening movement and the process stops as soon as the desired level of closing or opening is done as sensed by the sensor fitted to the gate and the electronic

device will stop releasing the electrical activity/charge and the gate stem will be locked. The gate stem will not open and the electronic device will not release any electrical energy till it receives another electronic message from the telecommunication set that has been sent by the zonal control office. So, to maintain this system we need to have an uninterrupted power supply system or may be the battery back up at the site.

Picture: Electronic control system – Control path.

The Level sensor column placement:

Continued,

Continued,

Picture: The Level sensor column placement in RCS in Zone 1(Module).

The line diagram of the zone 1 rivers and the primary, secondary channel system and the placement of the level sensor column are shown in the above picture.

Here the river vaipur (CRP1), Gunaar (CRP2), Vaigai (CRP3), Manimuttur (CRP4), Valiyar (CRP5), Kaveri (CRP6) is reaching the sea. And also the ‘secondary channel 807 which arises from the primary channel 1’ (sc807pc1) also reaches the sea.

The primary channel 1 enters the zone 1 and reaches river Kaveri near the barrier wall 1 (Kaveri bw1pc1), River Noyil at Noyil bw1pc1, river Amaravathi at Amaravathi bw1pc1, river Valiyar at Valiyar bw1pc1, river Manimuttur at Manimuttur bw1pc1, river Vaigai at Vaigai bw 1pc1, river Gunaar at Gunaar bw 1pc1, river Vaipur at Vaipur bw1 pc1. The primary channel 1 gives the secondary channels like secondary channel 801(sc801pc1) arises at pc1bw1001 ends at the river Turunananimuttai, sc802pc1at pc1bw1004 ends at river Kaveri, sc803pc1 at pc1bw 1006 passes through tributary Sanmuktha at Sanmuktha bw1 and tributary Nangangi at Nangangi bw 1and ends at the east coast, sc804pc1 at pc1bw1008 ends at the east coast, sc805pc1 at pc1bw1010 ends at the river Manimuttur, sc806pc1 at pc1bw1012 ends in the river Gunaar, sc807pc1 at pc1bw1014 ends at east coast.

The Primary channel 2 enters the Zone 1 and reaches the river Kaveri at pc2bw1200, tributary kabini at pc2bw1201, tributary Suvarnavathi at pc2bw1202, tributary Noyil at pc2bw1205, river Valiyar at pc2bw1208, river Vaigai at pc2bw1210, river Gunaar at pc2bw1211, river Arjun at pc2bw1213, river Vaipur at pc2bw1214. The Primary channel 2 gives the Secondary channels like sc800pc2 at pc2bw1203 and ends at the river Kaveri, sc801pc2 at pc2bw1204 and ends at tributary Bhavani and tributary Bhavani joins the tributary Noyil, sc802pc2 at pc2bw1206 and ends at primary channel near pc1bw1004, sc803pc2 at pc2bw1207 and ends at primary channel proximal to pc1bw1006, sc804pc2 at pc2bw1209 and ends at the primary channel 1 proximal to pc1bw1008, sc805pc2 at pc2bw1212 and ends in the primary channel proximal to pc1bw1013.

The Primary channel 3 enters the Zone 1 and reaches the tributary Hemavathi at Hemavathi-bw1pc3 & pc3bw502, river Kaveri at Kaveri-bw3pc3 & pc3bw503, tributary Lakshmanathirtha at Lakshmanathirtha bw1pc3 & pc3bw505, tributary Kabini at Kabini bw2pc3 & pc3bw506, tributary suvarnavathi at Suvarnavathi-bw2pc3 & pc3bw507, river Vaigai at Vaigai-bw3pc3 & pc3bw514. The Primary channel 3 gives the Secondary channels like sc601pc3 at pc3bw501 which ends at the

tributary Yagachi which in turn joins the tributary Hemavathi, sc602pc3 at pc3bw504 and it ends at river Kaveri, sc603pc3 at pc3bw508 and it ends at primary channel 2 proximal to pc2bw1203, sc604pc3 at pc3bw509 and ends at near the origin of the river Noyil which acts like the ‘natural secondary channel’ till it reaches the primary channel 2, sc605pc3 at pc3bw510 and ends at primary channel 2, sc606pc3 at pc3bw511 and ends at the river Valiyar, sc607pc3 at pc3bw512 and ends at river Valiyar, sc608pc3 at pc3bw513 and ends at the primary channel 2 proximal to pc2bw1209, sc609pc3 at pc3bw515 and ends near the origin of the river Gunaar, sc610pc3 at pc3bw516 and ends near the origin of river Vaipur and this will act like the natural secondary channel.

In the level sensor column one sensor is kept for each one meter in the sensor column. The upper sensor will signal the message, when the water reaches upper sensor and it also gives the signal when the sensor looses the touch of water. So, there is conduction of information to the telecommunication set when there is raise and drop in the water level and if the water level remains the same no message is passes through the telecommunication set. A common terminal/extension numbers are utilized to decrease the confusion during operation like ‘1111’ for proximal primary channel, that is the sensor fixed at the place proximal to the barrier wall constructed across the primary channel which flows from north to south, ‘2222’ for distal primary channel, that is the sensor placed distal to the barrier wall constructed across the primary wall, ‘3333’ for the sensor placed proximal to the barrier wall created across the river / natural water pathways/ secondary channels which flows from west to east or east to west, ‘4444’ for the sensors placed distal to the barrier wall created across the river / natural water pathways / secondary channels.

The first letter indicates the type of the water pathway for example ‘Pc1’ means the Primary channel 1, ‘Pc1zone1 inlet’ means the primary channel entering the zone1, ‘Pc1bw1001proximal’ means 1001 number barrier wall constructed across the primary channel 1 and the sensor is placed proximal to the 1001 barrier wall, ‘Sc801bwpc1distal’ means the 801 number secondary channel arising from the primary channel 1 and the sensor is placed distal to the barrier wall created across the secondary channel at the origin at the primary channel1, ‘Sc801pc1turunanimutti’ means the sensor placed in the secondary channel 801 arising from the primary channel 1 and at the place where it joins the tributary turunanimutti, ‘Kaveribw1pc1proximal‘ means is the sensor placed proximal to the barrier wall created across the river kaveri in the flow path proximal to the barrier wall, the barrier wall 1 is the first barrier wall constructed across the river kaveri towards the costal river point.

The placements (Address) of the level sensors, their phone numbers, Date/Time, water level in meters, Zone divisions like b-Brown (low flow), g-Green (optimal flow), y-Yellow (high flow), r-Red (dangerous flow), memory column (water levels with date and time) are given in the following table.

Set1 tables:

Zone1 – Primary channel1 area:

[Zone1 Primary Channel 1 area set 1]

[Sl.no]

[Address]

[Phone number][Date & Time (Accessible on dialing)]

[Water level in meters][Zone division in meters- b, g, y, r.]

[Memory column- Date and time.][Memory column- water level.]

[1][Pc1zone 1 inlet]

[100000-2222][16.06.06./22.46]

[30g ][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[2][Pc1bw1001proximal |]

[100001-1111][16.06.06./13.46.]

[28g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[3][Pc1bw1001distal |]

[100002-2222][16.06.06/10.45.]

[26g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[4][Sc801bwpc1distal |]

[100003-4444][16.06.06./11.45.]

[12g][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[5][Sc801pc1turunanimutti]

[100004-3333][16.06.06./10.30]

[02b][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[6][Pc1bw1002proximal ]]

[100005-1111][16.06.06./06.30.]

[28g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[7][Pc1bw1002distal ]]

[100006-2222][16.06.06./07.30.]

[26g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[8][Kaveribw1pc1proximal ]]

[100007-3333][16.06.06./21.00]

[06g][0-2b, 3-6g, 7-10y, 11-13r.]

[-] [-]

[9][Kaveribw1pc1distal ]]

[100008-4444][16.06.06./23.00]

[05g][0-2b, 3-6g, 7-10y, 11-13r.]

[-] [-]

[10][Pc1bw1003proximal }]

[100009-1111][16.06.06./22.36.]

[34y][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[11][Pc1bw1003distal }]

[100010-2222][16.06.06./20.00]

[33y][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[12][Noyilbw1pc1proximal }]

[100011-3333][16.06.06./18.00.]

[06y][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[13][Noyilbw1pc1distal }]

[100012-4444][16.06.06./12.00]

[04g][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[14][Pc1bw1004proximal |]

[100013-1111][16.06.06./14.00]

[32y][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[15][Pc1bw1004distal |]

[100014-2222][16.06.06./20.00.]

[31y][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[16][Sc802bwpc1proximal |]

[100015-3333][16.06.06./16.00]

[03b][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[17][Sc802bwpc1distal |]

[100016-4444][16.06.06./21.00.]

[12g][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[18][Sc802pc1kaveri]

[100017-3333][16.06.06./14.30]

[02b][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[19][Pc1bw1005proximal ]]

[100018-1111][16.06.06./02.30]

[31y][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[20][Pc1bw1005distal ]]

[100019-2222][16.06.06./03.22]

[30g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[21][Amaravathibw1proximal]]

[100020-3333][16.06.06./05.00.]

[05y][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[22][Amaravathibw1distal ]]

[100021-4444][16.06.06./04.00.]

[04g][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[23][Pc1bw1006proximal }]

[100022-1111][16.06.06./03.30.]

[31y][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[24][Pc1bw1006distal }]

[100023-2222][16.06.06./14.45.]

[30g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[25][Sc803bwpc1 }]

[100024-4444][16.06.06./15.45.]

[08g][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[26][Sc803bwsanmukthaproximal ]]

[100025-3333][16.06.06./16.55.]

[02b][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[27][Sc803bwsanmukthadistal ]]

[100026-4444][16.06.06./12.40.]

[06g][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[28][Sanmukthabw1proximal]]

[100027-3333][16.06.06./02.35.]

[05y][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[29][Sanmukthabw1distal ] ]

[100028-4444][16.06.06./01.30.]

[03g][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[30][Sc803bwnangangaproximal l]

[100029-3333][16.06.06./02.36.]

[04b][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[31][Sc803bwnangangadistal. | ]

[10003-4444][16.06.06./]11.12.]

[03b][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[32][Nangangabw1proximal |]

[10003/-3333][16.06.06./14.12.]

[04g][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[33][Nangangabw1distal |]

[100032-4444][16.06.06./01.02.]

[03g][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[34][Kavericrp6]

[100033-3333][16.06.06./03.04.]

[02b][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[35][Sc803coastalpoint]

[100034-3333][16.06.06./05.06.]

[00b][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[36][Pc1bw1007proxiamal }]

[100035-1111][16.06.06./12.12.]

[32y][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[37][Pc1bw1007distal }]

[100036-2222][16.06.06./11.12.]

[33y][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[38][Valiyarbw1proximal }]

[100037-3333][16.06.06./14.05.]

[05y][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[39][Valiyarbw1distal }]

[100038-4444][16.06.06./13.12.]

[04g][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[40][Valiyarcrp5]

[100039-3333][16.06.06./01.45.]

[01b][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[41][Pc1bw1008proximal ]]

[100040-1111][16.06.06./14.12.]

[30g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[42][Pc1bw1008distal ]]

[100041-2222][16.06.06./16.45.]

[29g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[43][Sc804bwpc1 ]]

[100042-4444][16.06.06./06.45.]

[08g][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[44][Sc804coastalpoint]

[100043-3333][16.06.06./08.45.]

[00b][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[45][Pc1bw1009proxiamal }]

[100044-1111][16.06.06./10.30.]

[28g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[46][Pc1bw1009distal }]

[100045-2222][16.06.06./12.30.]

[30g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[47][Manimutturbw1proximal}]

[100046-3333][16.06.06./02.30.]

[06y][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[48][Manimutturbw1distal }]

[100047-4444][16.06.06./04.45.]

[05y][0-2b, 3-4y, 5-6y, 7-8r.]

[-] [-]

[49][Manimutturcrp4]

[100048-3333][16.06.06./06.30.]

[01b][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[50][Pc1bw1010proximal |]

[100049-1111][16.06.06./15.30.]

[30y][0-10b, 11-30g, 31-35y, 36-40r.

[-] [-]

[51][Pc1bw1010distal |]

[100050-2222][16.06.06./16.30.]

[29g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[52][Sc805bwpc1distal |]

[100051-4444][16.06.06./23.30.]

[10g][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[53][Sc805pc1manimuttur]

[100052-3333][16.06.06./20.05.]

[02b][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[54][Pc1bw1011proximal ]]

[100053-1111][16.06.06./14.30.]

[29g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[55][Pc1bw1011distal ]]

[100054-2222][16.06.06./18.40.]

[31y][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[56][Vaigaibw1proximal ]]

[100055-3333][16.06.06./02.36.]

[06y][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[57][Vaigaibw1distal ]]

[100056-4444][16.06.06./03.20]

[05y][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[58][Vaigaicrp3]

[100057-3333][16.06.06./20.30.]

[01b][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[59][Pc1bw1012proxiamal |]

[100058-1111][16.06.06./20.00]

[31y][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[60][Pc1bw1012distal |]

[100059-2222][16.06.06./10.00]

[30g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[61][Sc806bwpc1distal |]

[100060-4444][16.06.06./11.30.]

[08g][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[62][Pc1bw1013proximal }]

[100061-1111][16.06.06./12.00]

[30g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[63][Pc1bw1013distal }]

[100062-2222][16.06.06./17.45.]

[32y][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[64][Gunaarbw1proximal }]

[100063-3333][16.06.06./15.45.]

[06y][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[65][Gunaarbw1distal }]

[100064-4444][16.06.06./14.32.]

[04g][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[66][Gunaarcrp2]

[100065-3333][16.06.06./18.45.]

[01b][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[67][Pc1bw1014proximal ]]

[100066-1111][16.06.06./19.30.]

[34y][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[68][Pc1bw1014distal ]]

[100067-2222][16.06.06./11.30.]

[32y][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[69][Sc807bwpc1distal ]]

[100068-4444][16.06.06./22.00]

[14g][0-5b, 6-15g, 16-20y,21-25r.]

[-] [-]

[70][Sc807pc1coastalpoint]

[100069-3333][[16.06.06./11.00]

[00b][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[71][Pc1bw1015proximal |]

[100070-1111][16.06.06./15.30.]

[18g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[72][Pc1bw1015distal |]

[100071-2222][16.06.06./16.00]

[17g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[73][Vaipurbwpc1proximal |]

[100072-3333][16.06.06./15.00]

[04g][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[74][Vaipurbwpc1distal |]

[100073-4444][16.06.06./13.00]

[06y][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[75][Vaipurcrp1]

[100074-3333][16.06.06./14.00]

[04g][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

Zone1 primary channel 2 area:

Zone1 primary channel 2 Area set 1

[Sl.No][Address]

[Phone number][Date & Time (Accessible on dialing)]

[Water level in meters][Zone division in meters- b, g, y, r.]

[Memory column- Date and time][Memory column- water level.]

[1][Pc2zone1inlet]

[200000-2222][16.06.06/04.30]

[28g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[2][Pc2bw1200proximal }]

[200001-1111][16.06.06/05.30]

[28g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[3][Pc2bw1200distal }]

[200002-2222][16.06.06/12.30]

[34y][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[4][Kaveribw2pc2proximal }]

[200003-3333][16.06.06/20.30]

[08y][0-2b, 3-6g, 7-10y, 11-13r.]

[-] [-]

[5][Kaveribw2pc2distal }]

[200004-4444][16.06.06/12.30]

[06g][0-2b, 3-6g, 7-10y, 11-13r.]

[-] [-]

[6][Pc2bw1201proximal ]]

[200005-1111][16.06.06/18.30]

[33y][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[7][Pc2bw1201distal ]]

[200006-2222][16.06.06/16.30]

[34y][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[8][Kabinibw1pc2proximal ]]

[200007-3333][16.06.06/05.45]

[04g][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[9][Kabinibw1pc2distal ]]

[200008-4444][16.06.06/06.45]

[03g][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[10][Pc2bwi1202proximal |]

[200009-1111][16.06.06/21.30]

[34y][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[11][Pc2bw1202distal |]

[200010-2222][16.06.06/13.45]

[33y][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[12][Suvarnavathibw1pc2proximal |]

[200011-3333][16.06.06/22.00]

[02b][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[13][Suvrnavathibw1pc2 distal. |]

[200012-4444][16.06.06/21.00]

[04b][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[14][Pc2bw1203proximal }]

[200013-1111][16.06.06/20.00]

[32b][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[15][Pc2bw1203distal }]

[200014-2222][16.06.06/19.00]

[30b][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[16][Sc800bwpc2proximal }]

[200015-3333][16.06.06/18.00]

[04b][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[17][Sc800bwpc2distal }]

[200016-4444][16.06.06/22.00]

[14b][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[18][Pc2bw1204proximal ]]

[200017-1111][16.06.06/18.00]

[30g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[19][Pc2bw1204distal ] ]

[200018-2222][16.06.06/19.30]

[28g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[20][Sc801bwpc2distal ]]

[200019-4444][16.06.06/20.00]

[14g][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[21][Sc801pc2bhavani]

[200020-3333][16.06.06/21.00]

[06g][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[22][Pc2bw1205proximal l]

[200021-1111][16.06.06/22.00]

[27g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[23][Pc2bw1205distal l]

[200022-2222][16.06.06/05.30]

[28g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[24][Noyilbw2proximal l]

[200023-3333][16.06.06/10.00]

[05y][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[25][Noyilbw2distal l]

[200024-4444][16.06.06/11.00]

[04g][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[26][Pc2bw1206proximal } ]

[200025-1111][16.06.06/12.00]

[30g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[27][Pc2bw1206distal }]

[200026-2222][16.06.06/13.00]

[29g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[28][Sc802pc2distal }]

[200027-4444][16.06.06/14.00]

[12g][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[29][Pc2bw1207proximal ]]

[200028-1111][16.06.06/15.00]

[29g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[30][Pc2bw1207distal ]]

[200029-2222][16.06.06/16.00]

[28g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[31][Sc803bwpc2distal ]]

[200030-4444][16.06.06/17.00]

[14g][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[32][Sc803pc2pc1proximal]

[200031-3333][16.06.06/20.00]

[04b][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[33][Pc2bw1208proximal l]

[200032-1111][16.06.06/21.00]

[28g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[34][Pc2bw1208distal l]

[200033-2222][16.06.06/22.00]

[29g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[35][Valiyarbw2proximal l]

[200034-3333][16.06.06/23.00]

[06y][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[36][Valiyarbw2distal l]

[200035-4444][16.06.06/18.00]

[04g][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[37][Pc2bw1209proximal }]

[200036-1111][16.06.06/19.00]

[30g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[38][Pc2bw1209distal }]

[200037-2222][16.06.06/08.30]

[28g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[39][Sc804bwpc2distal }]

[200038-4444][16.06.06/09.30]

[10y][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[40][Sc804pc2pc1proximal]

[200039-3333][16.06.06/12.30]

[04b][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[41][Pc2bw1210proximal ]]

[200040-1111][16.06.06/06.30]

[27g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[42][Pc2bw1210distal ]]

[200041-2222][16.06.06/08.30]

[30g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[43][Vaigaibw2proximal ] ]

[200042-3333][16.06.06/09.30]

[05y][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[44][Vaigaibw2distal ]]

[200043-4444][16.06.06/12.30]

[03g][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[45][Pc2bw1211proximal l]

[200044-1111][16.06.06/11.30]

[30g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[46][Pc2bw1211distal l]

[200045-2222][16.06.06/20.20]

[32y][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[47][Gunaarbw2proximal l]

[200046-3333][16.06.06/21.20]

[05y][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[48][Gunaarbw2distal l]

[200047-4444][16.06.06/21.06]

[04g][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[49][Pc2bw1212proximal }]

[200048-1111][16.06.06/18.00]

[33y][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[50][Pc2bw1212distal }]

[200049-2222][16.06.06/21.00]

[31y][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[51][Sc805bwpc2distal } ]

[200050-4444][16.06.06/22.00]

[07g][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[52][Sc805pc2pc1proximal]

[200051-3333][16.06.06/23.00]

[03b][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[53][Pc2bw1213proximal ] ]

[200052-1111][16.06.06/20.00]

[30g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[54][Pc2bw1213distal ]]

[200053-2222][16.06.06/21.00]

[31y][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[55][Arjunbw1pc2proximal ]]

[200054-3333][16.06.06/22.00]

[04g][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[56][Arjunbw1pc2distal ]]

[200055-4444][16.06.06/23.00]

[03g][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[57][Pc2bw1214proximal l ]

[200056-1111][16.06.06/21.00]

[32y][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[58][Pc2bw1214distal l]

[200057-2222][16.06.06/12.00]

[26g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[59][Vaipurbw2pc2proximal l]

[200058-3333][16.06.06/08.30]

[03g][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[60][Vaipurbw2pc2distal l]

[200059-4444][16.06.06/09.30]

[07r][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

Zone1 primary channel 3 area:

Zone1 primary channel 3 area set 1

[Sl.no.][Address]

[Phone number][Date and time]

[Water level in meters][Zone division in meters- b, g, y, r.]

[Memory column- Date and time.][Memory column- water level]

[1][Zone1pc3inlet]

[300000-2222][16.06.06./06.20]

[28g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[2][Pc3bw501proximal }]

[300001-1111][16.06.06./06.30]

[28g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[3][Pc3bw501distal }]

[300002-2222][16.06.06./07.30]

[27g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[4][Sc601bwpc3distal }]

[300003-4444][16.06.06./08.30]

[14g][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[5][Sc601pc3yagachiproximal]

[300004-3333][16.06.06./11.00]

[04b][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[6][Pc3bw502proximal ]]

[300005-1111][16.06.06./21.00]

[27g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[7][Pc3bw502distal ]]

[300006-2222][16.06.06./08.30]

[30g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[8][Hemavathibwpc3proximal ]]

[300007-3333][16.06.06. /12.45]

[06y][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[9][Hemavathibwpc3distal ]]

[300008-4444][16.06.06. /11.00]

[04g][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[10][Hemavathipc3kaveriproximal]

[300009-3333][16.06.06./12.45]

[03g][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[11][Pc3bw503proximal }]

[300010-1111][16.06.06. /21.00]

[30g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[12][Pc3bw503distal }]

[300011-2222][16.06.06. /11.00]

[34y][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[13][Kaveribwpc3proximal }]

[300012-3333][16.06.06. /19.45]

[06y][0-2b, 3-6g, 7-10y, 11-13r.]

[-] [-]

[14][Kaveribw3pc3distal }]

[300013-4444][16.06.06./21.00]

[04g][0-2b, 3-6g, 7-10y, 11-13r.]

[-] [-]

[15][Pc3bw504proximal ]]

[300014-1111][16.06.06. /11.00]

[34y][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[16][Pc3bw504distal ]]

[300015-2222][16.06.06. /19.45]

[32y][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[17][Sc602bwpc3distal ]]

[300016-4444][16.06.06./08.30]

[16y][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[18][Sc602pc3kaveriproximal]

[300017-3333][16.06.06./08.30]

[05b][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[19][Pc3bw505proximal }]

[300018-1111][16.06.06. /21.00]

[32y][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[20][Pc3bw505distal }]

[300019-2222][16.06.06. /19.45]

[34y][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[21][Lakshamanathirthabw1pc3proximal }]

[300020-3333][16.06.06. /11.00]

[06y][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[22][Lakshamanathirthabwpc3distal }]

[300021-4444][16.06.06. /19.45]

[04g][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[23][Pc3bw506proximal ]]

[300022-1111][16.06.06. /21.00]

[34y][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[24][Pc3bw506distal ]]

[300023-2222][16.06.06. /19.45]

[35y][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[25][Kabinibw2proximal ]]

[300024-3333][16.06.06. /11.00]

[06y][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[26][Kabinibw2distal ]]

[300025-4444][16.06.06. /19.45]

[04g][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[27][Pc3bw507proximal }]

[300026-1111][16.06.06./10.30.]

[35y][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[28][Pc3bw508distal }]

[300027-2222][16.06.06. /19.45]

[32y][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[29][Suvarnavathibw2proximal }]

[300028-3333][16.06.06. /11.00]

[02b][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[30][Suvarnavathibw2distal }]

[300029-4444][16.06.06. /21.00]

[05y][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[31][Pc3bw508proximal ]]

[300030-1111][16.06.06./08.30]

[32y][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[32][Pc3bw508distal ]]

[300031-2222][16.06.06./10.30.]

[30g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[33][Sc603bwpc3distal ]]

[300032-4444][16.06.06. /11.00]

[12g][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[34][Sc603pc3pc2proximal]

[300033-3333][16.06.06. /19.45]

[04b][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[35][Pc3bw509proximal }]

[300034-1111][16.06.06./10.30.]

[30g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[36][Pc3bw509distal }]

[300035-2222][16.06.06./08.30]

[28g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[37][Sc604bwpc3distal }]

[300036-4444][16.06.06. /11.00]

[10g][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[38][Sc604pc3pc2proximal]

[300037-3333][16.06.06./10.30.]

[04b][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[39][Pc3bw510proximal ]]

[300038-1111][16.06.06./21.00]

[28g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[40][Pc3bw510distal ]]

[300039-2222][16.06.06. /19.45]

[26g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[41][Sc605bwpc3distal ]]

[300040-4444][16.06.06./10.30.]

[10g][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[42][Sc605pc3pc2proximal]

[300041-3333][16.06.06. /11.00]

[04b][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[43][Pc3bw511proximal }]

[300042-1111][16.06.06./21.00]

[26g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[44][Pc3bw511distal }]

[300043-2222][16.06.06./10.30.]

[24g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[45][Sc606bwpc3distal }]

[300044-4444][16.06.06. /11.00]

[12g][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[46][Sc606pc3valiyarproximal]

[300045-3333][16.06.06./08.30]

[04b][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[47][Pc3bw512proximal ]]

[300046-1111][16.06.06./10.30.]

[24g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[48][Pc3bw512distal ]]

[300047-2222][16.06.06. /11.00]

[22g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[49][Sc607bwpc3distal ]]

[300048-4444][16.06.06./21.00]

[13g][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[50][Sc607pc3valiyar]

[300049-3333][16.06.06./10.30.]

[06g][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[51][Pc3bw513proximal }]

[300050-1111][16.06.06./08.30]

[22g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[52][Pc3bw513distal }]

[300051-2222][16.06.06. /19.45]

[20g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[53][Sc608bwpc3distal }]

[300052-4444][16.06.06./08.30]

[12g][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[54][Pc3bw514proximal ]]

[300053-1111][16.06.06./21.00]

[20g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[55][Pc3bw514distal ]]

[300054-2222][16.06.06. /11.00]

[22g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[56][Vaigaibw3proximal ]]

[300055-3333][16.06.06./10.30.]

[06y][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[57][Vaigaibw3distal ]]

[300056-4444][16.06.06./21.00]

[04g][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[58][Pc3bw515proximal }]

[300057-1111][16.06.06. /11.00]

[22g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[59][Pc3bw515distal }]

[300058-2222][16.06.06./08.30]

[20g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[60][Sc609bwpc3distal }]

[300059-4444][16.06.06./10.30.]

[10g][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[61][Sc609pc3gunaar

[300060-3333][16.06.06. /11.00]

[04b][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[62][Pc3bw516proximal ]]

[300061-1111][16.06.06./21.00]

[20g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[63][Pc3bw516distal ]]

[300062-2222][16.06.06./19.45]

[16g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[64][Sc610bwpc3distal ]]

[300063-4444][16.06.06./10.30.]

[06g][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[65][Sc610pc3vaipur]

[300064-3333][16.06.06./08.30]

[16y][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

Solutions:

At present if raining occurs at one area, for example the catchment’s area of tributary Hemavathi and river Kaveri, the water flows in the river and if the water generated is more than the maximum storing capacity of Krishnarajasagar and Mettur dam, we need to leave the water to the sea. And even if we store the water to the maximum extent the total benefited area is only few thousand acres of land, but with the establishment of the RCS we can distribute the water to all the lands east to the Western Ghats.

The changes in the water levels in the various water pathways like the primary channels, Rivers, Secondary channels as compared to the previous pc1, pc2, pc3 area water levels (as mentioned in the previous tables) are mentioned in the following tables and the changed water levels are mentioned in bold letters. We will take an example that the raining has taken place in the Hemavathi and Kaveri catchment’s area on 17.06.06 between 02.00 to 05.00 am.

Picture: The Level sensor column placement in RCS in Zone 1 after raining (Module).

Set 2 tables:

Zone 1 – Primary channel 1 area after raining at Kaveri and Hemavathi catchment’s area on 17.06.06 between 02.00 to 05.00 am.

Zone1 Primary Channel 1 area set 2

[Sl.no][Address]

[Phone number][Date & Time (Accessible on dialing)]

[Water level in meters][Zone division in meters- b, g, y, r.]

[Memory column- Date and time.][Memory column- water level.]

[1][Pc1zone 1 inlet]

[100000-2222][16.06.06./22.46]

[30g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[2][Pc1bw1001proximal |]

[100001-1111][16.06.06./13.46.]

[28g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[3][Pc1bw1001distal |]

[100002-2222][16.06.06/10.45.]

[26g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[4][Sc801bwpc1distal |]

[100003-4444][16.06.06./11.45.]

[12g][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[5][Sc801pc1turunanimutti]

[100004-3333][16.06.06./10.30]

[02b][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[6][Pc1bw1002proximal ]]

[100005-1111][16.06.06./06.30.]

[28g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[7][Pc1bw1002distal ]]

[100006-2222][17.06.06./16.00.]

[28g][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./07.30.][26g]

[8][Kaveribw1pc1proximal ]]

[100007-3333][17.06.06./16.00]

[08y][0-2b, 3-6g, 7-10y, 11-13r. ]

[16.06.06./21.00][06g]

[9][Kaveribw1pc1distal ]]

[100008-4444][17.06.06./16.10]

[07y][0-2b, 3-6g, 7-10y, 11-13r.]

[16.06.06./23.00][05g]

[10][Pc1bw1003proximal }]

[100009-1111][17.06.06./17.00]

[36r][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./22.36.][34y]

[11][Pc1bw1003distal }]

[100010-2222][17.06.06./17.10]

[35y][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./20.00][33y]

[12][Noyilbw1pc1proximal }]

[100011-3333][17.06.06./17.00]

[07r][0-2b, 3-4g, 5-6y, 7-8r.]

[16.06.06./18.00.][06y]

[13][Noyilbw1pc1distal }]

[100012-4444][17.06.06./17.10]

[05y][0-2b, 3-4g, 5-6y, 7-8r.]

[16.06.06./12.00][04g]

[14][Pc1bw1004proximal |]

[100013-1111][17.06.06./18.00]

[33y][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./14.00][32y]

[15][Pc1bw1004distal |]

[100014-2222][17.06.06./18.10]

[32y][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./20.00.][31y]

[16][Sc802bwpc1proximal |]

[100015-3333][17.06.06./18.00]

[06y][0-5b, 6-15g, 16-20y, 21-25r.]

[16.06.06./16.00][03b]

[17][Sc802bwpc1distal |]

[100016-4444][17.06.06./18.10]

[13y][0-5b, 6-15g, 16-20y, 21-25r.]

[16.06.06./21.00.][12g]

[18][Sc802pc1kaveri]

[100017-3333][17.06.06./19.00]

[04b][0-5b, 6-15g, 16-20y, 21-25r.]

[16.06.06./14.30][02b]

[19][Pc1bw1005proximal ]]

[100018-1111][17.06.06./20.00]

[32y][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./02.30][31y]

[20][Pc1bw1005distal ]]

[100019-2222][17.06.06./20.10]

[31y][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./03.22][30g]

[21][Amaravathibw1proximal]]

[100020-3333][17.06.06./20.00]

[06y][0-2b, 3-4g, 5-6y, 7-8r.]

[16.06.06./05.00.][05y]

[22][Amaravathibw1distal ]]

[100021-4444][17.06.06./20.10]

[05y][0-2b, 3-4g, 5-6y, 7-8r.]

[16.06.06./04.00.][04g]

[23][Pc1bw1006proximal }]

[100022-1111][17.06.06./21.00]

[32y][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./03.30.][31y]

[24][Pc1bw1006distal }]

[100023-2222][17.06.06./21.00]

[31y][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./14.45.][30g]

[25][Sc803bwpc1 }]

[100024-4444][17.06.06./21.00]

[09g][0-5b, 6-15g, 16-20y, 21-25r.]

[16.06.06./15.45.][08g]

[26][Sc803bwsanmukthaproximal ]]

[100025-3333][17.06.06./22.00]

[04b][0-5b, 6-15g, 16-20y, 21-25r.]

[16.06.06./16.55.][02b]

[27][Sc803bwsanmukthadistal ]]

[100026-4444][17.06.06./22.10]

[08g][0-5b, 6-15g, 16-20y, 21-25r.]

[16.06.06./12.40.][06g]

[28][Sanmukthabw1proximal]]

[100027-3333][17.06.06./22.00]

[06y][0-2b, 3-4g, 5-6y, 7-8r.]

[16.06.06./02.35.][05y]

[29][Sanmukthabw1distal ]]

[100028-4444][17.06.06./22.10]

[04g][0-2b, 3-4g, 5-6y, 7-8r.]

[16.06.06./01.30.][03g]

[30][Sc803bwnangangaproximal |]

[100029-3333][17.06.06./23.00]

[05b][0-5b, 6-15g, 16-20y, 21-25r.]

[16.06.06./02.36.][04b]

[31][Sc803bwnangangadistal. | ]

[100030-4444][17.06.06./23.10]

[05b][0-5b, 6-15g, 16-20y, 21-25r.]

[16.06.06./11.12.][03b]

[32][Nangangabw1proximal |]

[100031-3333][17.06.06./23.00]

[05y][0-2b, 3-4g, 5-6y, 7-8r.]

[16.06.06./14.12.][04g]

[33][Nangangabw1distal |]

[100032-4444][17.06.06./3.10]

[04y][0-2b, 3-4g, 5-6y, 7-8r.]

[16.06.06./01.02.][03g]

[34][Kavericrp6]

[100033-3333][16.06.06./03.04.]

[02b][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[35][Sc803coastalpoint]

[100034-3333][16.06.06./05.06.]

[00b][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[36][Pc1bw1007proxiamal }]

[100035-1111][18.06.06./01.00]

[33][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./12.12.][32y]

[37][Pc1bw1007distal }]

[100036-2222][18.06.06./01.00]

[34y][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./11.12.][33y]

[38][Valiyarbw1proximal }]

[100037-3333][18.06.06./01.00]

[06y][0-2b, 3-4g, 5-6y, 7-8r.]

[16.06.06./14.05.][05y]

[39][Valiyarbw1distal }]

[100038-4444][18.06.06./01.00]

[05y][0-2b, 3-4g, 5-6y, 7-8r.]

[16.06.06./13.12.][04g]

[40][Valiyarcrp5]

[100039-3333][16.06.06./01.45.]

[01b][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[41][Pc1bw1008proximal ]]

[100040-1111][18.06.06./02.00]

[31y][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./14.12.][30g]

[42][Pc1bw1008distal ]]

[100041-2222][18.06.06./02.10]

[30g][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./16.45.][29g]

[43][Sc804bwpc1 ]]

[100042-4444][18.06.06./02.00]

[09g][0-5b, 6-15g, 16-20y, 21-25r.]

[16.06.06./06.45.][08g]

[44][Sc804coastalpoint]

[100043-3333][16.06.06./08.45.]

[00b][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[45][Pc1bw1009proxiamal }]

[100044-1111][18.06.06./03.00]

[29g][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./10.30.][28g]

[46][Pc1bw1009distal }]

[100045-2222][18.06.06./03.10]

[31y][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./12.30.][30g]

[47][Manimutturbw1proximal}]

[100046-3333][18.06.06./03.00]

[07r][0-2b, 3-4g, 5-6y, 7-8r.]

[16.06.06./02.30.][06y]

[48][Manimutturbw1distal }]

[100047-4444][18.06.06./03.10]

[06y][0-2b, 3-4y, 5-6y, 7-8r.]

[16.06.06./04.45.][05y]

[49][Manimutturcrp4]

[100048-3333][16.06.06./06.30.]

[01b][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[50][Pc1bw1010proximal |]

[100049-1111][18.06.06./04.00]

[31y][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./15.30.][30y]

[51][Pc1bw1010distal |]

[100050-2222][18.06.06./04.00]

[30g][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./16.30.][29g]

[52][Sc805bwpc1distal |]

[100051-4444][18.06.06./04.10]

[11g][0-5b, 6-15g, 16-20y, 21-25r.]

[16.06.06./23.30.][10g]

[53][Sc805pc1manimuttur]

[100052-3333][18.06.06./05.00]

[03b][0-5b, 6-15g, 16-20y, 21-25r.]

[16.06.06./20.05.][02b]

[54][Pc1bw1011proximal ]]

[100053-1111][18.06.06./05.30]

[30g][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./14.30.][29g]

[55][Pc1bw1011distal ]]

[100054-2222][18.06.06./05.40]

[32y][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./18.40.][31y]

[56][Vaigaibw1proximal ]]

[100055-3333][18.06.06./05.30]

[07r][0-2b, 3-4g, 5-6y, 7-8r.]

[16.06.06./02.36.][06y]

[57][Vaigaibw1distal ]]

[100056-4444][18.06.06./05.40]

[06y][0-2b, 3-4g, 5-6y, 7-8r.]

[16.06.06./03.20][05y]

[58][Vaigaicrp3]

[100057-3333][16.06.06./20.30.]

[01b][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[59][Pc1bw1012proxiamal |]

[100058-1111][16.06.06./20.00]

[31y][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[60][Pc1bw1012distal |]

[100059-2222][16.06.06./10.00]

[30g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[61][Sc806bwpc1distal |]

[100060-4444][16.06.06./11.30.]

[08g][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[62][Pc1bw1013proximal }]

[100061-1111][16.06.06./12.00]

[30g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[63][Pc1bw1013distal }]

[100062-2222][16.06.06./17.45.]

[32y][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[64][Gunaarbw1proximal }]

[100063-3333][16.06.06./15.45.]

[06y][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[65][Gunaarbw1distal }]

[100064-4444][16.06.06./14.32.]

[04g][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[66][Gunaarcrp2]

[100065-3333][16.06.06./18.45.]

[01b][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[67][Pc1bw1014proximal ]]

[100066-1111][16.06.06./19.30.]

[34y][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[68][Pc1bw1014distal ]]

[100067-2222][16.06.06./11.30.]

[32y][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[69][Sc807bwpc1distal ]]

[100068-4444][16.06.06./22.00]

[14g][0-5b, 6-15g, 16-20y,21-25r.]

[-] [-]

[70][Sc807pc1coastalpoint]

[100069-3333][16.06.06./11.00]

[00b][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[71][Pc1bw1015proximal |]

[100070-1111][16.06.06./15.30.]

[18g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[72][Pc1bw1015distal |]

[100071-2222][16.06.06./16.00]

[17g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[73][Vaipurbwpc1proximal |]

[100072-3333][16.06.06./15.00]

[04g][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[74][Vaipurbwpc1distal |]

[100073-4444][16.06.06./13.00]

[06y][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

[75][Vaipurcrp1]

[100074-3333][16.06.06./14.00]

[04g][0-2b, 3-4g, 5-6y, 7-8r.]

[-] [-]

Zone1 primary channel 2 area after raining at Kaveri and Hemavathi catchment’s area on 17.06.06 between 02.00 to 05.00am.

Zone1 primary channel 2 Area Set 2

[Sl.No][Address]

[Phone number][Date & Time (Accessible on dialing) ]

[Water level in meters][Zone division in meters- b, g, y, r.]

[Memory column- Date and time] [Memory column- water level.]

[1][Pc2zone1inlet]

[200000-2222][16.06.06/04.30]

[28g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[2][Pc2bw1200proximal }]

[200001-1111][16.06.06/05.30]

[28g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[3][Pc2bw1200distal }]

[200002-2222][17.06.06/07.00]

[36r][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06/12.30][34y]

[4][Kaveribw2pc2proximal }]

[200003-3333][17.06.06/07.00]

[11r][0-2b, 3-6g, 7-10y, 11-13r.]

[16.06.06/20.30][08y]

[5][Kaveribw2pc2distal }]

[200004-4444][17.06.06/07.10]

[10y][0-2b, 3-6g, 7-10y, 11-13r.]

[16.06.06/12.30][06g]

[6][Pc2bw1201proximal ]]

[200005-1111][17.06.06/08.00]

[34y][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06/18.30][33y]

[7][Pc2bw1201distal ]]

[200006-2222][17.06.06/8.10]

[35y][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06/16.30][34y]

[8][Kabinibw1pc2proximal ]]

[200007-3333][17.06.06/08.00]

[05y][0-2b, 3-4g, 5-6y, 7-8r.]

[16.06.06/05.45][04g]

[9][Kabinibw1pc2distal ]]

[200008-4444][17.06.06/08.10]

[04g][0-2b, 3-4g, 5-6y, 7-8r.]

[16.06.06/06.45][03g]

[10][Pc2bwi1202proximal |]

[200009-1111][17.06.06/09.00]

[35y][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06/21.30][34y]

[11][Pc2bw1202distal |]

[200010-2222][17.06.06/09.10]

[34y][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06/13.45][33y]

[12][Suvarnavathibw1pc2proximal |]

[200011-3333][17.06.06/09.00]

[03g][0-2b, 3-4g, 5-6y, 7-8r.]

[16.06.06/22.00][02b]

[13][Suvrnavathibw1pc2 distal. |]

[200012-4444][17.06.06/09.10]

[05y][0-2b, 3-4g, 5-6y, 7-8r.]

[16.06.06/21.00][04b]

[14][Pc2bw1203proximal }]

[200013-1111][17.06.06/10.00]

[33y][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06/20.00][32b]

[15][Pc2bw1203distal }]

[200014-2222][17.06.06/10.10]

[31y][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06/19.00][30b]

[16][Sc800bwpc2proximal }]

[200015-3333][17.06.06/10.00]

[06g][0-5b, 6-15g, 16-20y, 21-25r.]

[16.06.06/18.00][04b]

[17][Sc800bwpc2distal }]

[200016-4444][17.06.06/10.10]

[15g][0-5b, 6-15g, 16-20y, 21-25r.]

[16.06.06/22.00][14b]

[18][Pc2bw1204proximal ]]

[200017-1111][17.06.06/11.00]

[31y][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06/18.00][30g]

[19][Pc2bw1204distal ] ]

[200018-2222][17.06.06/11.10]

[29g][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06/19.30][28g]

[20][Sc801bwpc2distal ]]

[200019-4444][17.06.06/11.10]

[15g][0-5b, 6-15g, 16-20y, 21-25r.]

[16.06.06/20.00][14g]

[21][Sc801pc2bhavani]

[200020-3333][17.06.06/12.00]

[07g][0-5b, 6-15g, 16-20y, 21-25r.]

[16.06.06/21.00][06g]

[22][Pc2bw1205proximal l]

[200021-1111][17.06.06/12.30]

[28g][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06/22.00][27g]

[23][Pc2bw1205distal l]

[200022-2222][17.06.06/12.40]

[29g][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06/05.30][28g]

[24][Noyilbw2proximal l]

[200023-3333][17.06.06/12.30]

[06y][0-2b, 3-4g, 5-6y, 7-8r.]

[16.06.06/10.00][05y]

[25][Noyilbw2distal l]

[200024-4444][17.06.06/12.40]

[05y][0-2b, 3-4g, 5-6y, 7-8r.]

[16.06.06/11.00][04g]

[26][Pc2bw1206proximal } ]

[200025-1111][17.06.06/13.30]

[31y][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06/12.00][30g]

[27][Pc2bw1206distal }]

[200026-2222][17.06.06/13.40]

[30g][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06/13.00][29g]

[28][Sc802pc2distal }]

[200027-4444][17.06.06/13.40]

[13g][0-5b, 6-15g, 16-20y, 21-25r.]

[16.06.06/14.00][12g]

[29][Pc2bw1207proximal ]]

[200028-1111][17.06.06/15.00]

[30g][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06/15.00][29g]

[30][Pc2bw1207distal ]]

[200029-2222][17.06.06/15.10]

[29g][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06/16.00][28g]

[31][Sc803bwpc2distal ]]

[200030-4444][17.06.06/15.00]

[15g][0-5b, 6-15g, 16-20y, 21-25r.]

[16.06.06/17.00][14g]

[32][Sc803pc2pc1proximal]

[200031-3333][17.06.06/18.00]

[06g][0-5b, 6-15g, 16-20y, 21-25r.]

[16.06.06/20.00][04b]

[33][Pc2bw1208proximal l]

[200032-1111][17.06.06/17.00]

[29g][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06/21.00][28g]

[34][Pc2bw1208distal l]

[200033-2222][17.06.06/17.10]

[30g][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06/22.00][29g]

[35][Valiyarbw2proximal l]

[200034-3333][17.06.06/17.00]

[07r][0-2b, 3-4g, 5-6y, 7-8r.]

[16.06.06/23.00][06y]

[36][Valiyarbw2distal l]

[200035-4444][17.06.06/17.10]

[05y][0-2b, 3-4g, 5-6y, 7-8r.]

[16.06.06/18.00][04g]

[37][Pc2bw1209proximal }]

[200036-1111][17.06.06/18.00]

[31y][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06/19.00][30g]

[38][Pc2bw1209distal }]

[200037-2222][17.06.06/18.10]

[29g][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06/08.30][28g]

[39][Sc804bwpc2distal }]

[200038-4444][17.06.06/18.10]

[11g][0-5b, 6-15g, 16-20y, 21-25r.]

[16.06.06/09.30][10y]

[40][Sc804pc2pc1proximal]

[200039-3333][17.06.06/19.00]

[06g][0-5b, 6-15g, 16-20y, 21-25r.]

[16.06.06/12.30][04b]

[41][Pc2bw1210proximal ]]

[200040-1111][17.06.06/20.00]

[28g][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06/06.30][27g]

[42][Pc2bw1210distal ]]

[200041-2222][17.06.06/20.10]

[31y][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06/08.30][30g]

[43][Vaigaibw2proximal ] ]

[200042-3333][17.06.06/20.00]

[06y][0-2b, 3-4g, 5-6y, 7-8r.]

[16.06.06/09.30][05y]

[44][Vaigaibw2distal ]]

[200043-4444][17.06.06/20.10]

[04g][0-2b, 3-4g, 5-6y, 7-8r.]

[16.06.06/12.30][03g]

[45][Pc2bw1211proximal l]

[200044-1111][17.06.06/21.00]

[31y][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06/11.30][30g]

[46][Pc2bw1211distal l]

[200045-2222][17.06.06/21.10]

[33y][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06/20.20][32y]

[47][Gunaarbw2proximal l]

[200046-3333][17.06.06/21.00]

[06y][0-2b, 3-4g, 5-6y, 7-8r.]

[16.06.06/21.20][05y]

[48][Gunaarbw2distal l]

[200047-4444][17.06.06/21.10]

[05y][0-2b, 3-4g, 5-6y, 7-8r.]

[16.06.06/21.06][04g]

[49][Pc2bw1212proximal }]

[200048-1111][17.06.06/22.00]

[34y][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06/18.00][33y]

[50][Pc2bw1212distal }]

[200049-2222][17.06.06/22.10]

[32y][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06/21.00][31y]

[51][Sc805bwpc2distal } ]

[200050-4444][17.06.06/22.10]

[08g][0-5b, 6-15g, 16-20y, 21-25r.]

[16.06.06/22.00][07g]

[52][Sc805pc2pc1proximal]

[200051-3333][17.06.06/22.30]

[06g][0-5b, 6-15g, 16-20y, 21-25r.]

[16.06.06/23.00][03b]

[53][Pc2bw1213proximal ]]

[200052-1111][17.06.06/23.30]

[31y][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06/20.00][30g]

[54][Pc2bw1213distal ]]

[200053-2222][17.06.06/23.40]

[32y][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06/21.00][31y]

[55][Arjunbw1pc2proximal ]]

[200054-3333][17.06.06/23.30]

[05y][0-2b, 3-4g, 5-6y, 7-8r.]

[16.06.06/22.00][04g]

[56][Arjunbw1pc2distal ]]

[200055-4444][17.06.06/23.40]

[04g][0-2b, 3-4g, 5-6y, 7-8r.]

[16.06.06/23.00][03g]

[57][Pc2bw1214proximal l ]

[200056-1111][18.06.06/00.30]

[33y][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06/21.00][32y]

[58][Pc2bw1214distal l]

[200057-2222][18.06.06/00.40]

[27g][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06/12.00][26g]

[59][Vaipurbw2pc2proximal l]

[200058-3333][18.06.06/00.30]

[04g][0-2b, 3-4g, 5-6y, 7-8r.]

[16.06.06/08.30][03g]

[60][Vaipurbw2pc2distal l]

[200059-4444][18.06.06/00.40]

[08r][0-2b, 3-4g, 5-6y, 7-8r.]

[16.06.06/09.30][07r]

Zone1 primary channel 3 area after raining at Kaveri and Hemavathi catchment’s area on 17.06.06 between 02.00 to 05.00am.

Zone1 primary channel 3 area set 2

[Sl.no.][Address]

[Phone number][Date and time]

[Water level in meters][Zone division in meters- b, g, y, r.]

[Memory column- Date and time.][Memory column- water level]

[1][Zone1pc3inlet]

[300000-2222][16.06.06./06.20]

[28g][0-10b, 11-30g, 31-35y, 36-40r.]

[-][-]

[2][Pc3bw501proximal }]

[300001-1111][16.06.06./06.30]

[28g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[3][Pc3bw501distal }]

[300002-2222][16.06.06./07.30]

[27g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[4][Sc601bwpc3distal }]

[300003-4444][16.06.06./08.30]

[14g][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[5][Sc601pc3yagachiproximal]

[300004-3333][16.06.06./11.00]

[04b][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[6][Pc3bw502proximal ]]

[300005-1111][16.06.06. /1.00]

[27g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[7][Pc3bw502distal ]]

[300006-2222][17.06.06./05.00]

[32y][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./08.30][30g]

[8][Hemavathibwpc3proximal ]]

[300007-3333][17.06.06./04.50]

[08r][0-2b, 3-4g, 5-6y, 7-8r.]

[16.06.06./12.45][06y]

[9][Hemavathibwpc3distal ]]

[300008-4444][17.06.06./05.00]

[05y][0-2b, 3-4g, 5-6y, 7-8r.]

[16.06.06./11.00][04g]

[10][Hemavathipc3kaveriproximal]

[300009-3333][17.06.06./06.00]

[05y][0-2b, 3-4g, 5-6y, 7-8r.]

[16.06.06./12.45][03g]

[11][Pc3bw503proximal }]

[300010-1111][17.06.06./05.00]

[34y][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./21.00][30g]

[12][Pc3bw503distal }]

[300011-2222][17.06.06./05.10]

[36r][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./11.00][34y]

[13][Kaveribwpc3proximal }]

[300012-3333][17.06.06./05.00]

[10y][0-2b, 3-6g, 7-10y, 11-13r.]

[16.06.06./19.45][06y]

[14][Kaveribw3pc3distal }]

[300013-4444][17.06.06./05.10]

[08y][0-2b, 3-6g, 7-10y, 11-13r.]

[16.06.06./21.00][04g]

[15][Pc3bw504proximal ]]

[300014-1111][17.06.06./06.00]

[36r][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./11.00][34y]

[16][Pc3bw504distal ]]

[300015-2222][17.06.06./06.30]

[34y][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./19.45][32y

[17][Sc602bwpc3distal ]]

[300016-4444][17.06.06./06.30]

[18y][0-5b, 6-15g, 16-20y, 21-25r.]

[16.06.06./08.30][16y]

[18][Sc602pc3kaveriproximal]

[300017-3333][17.06.06./07.00]

[10g][0-5b, 6-15g, 16-20y, 21-25r.]

[16.06.06./08.30][05b]

[19][Pc3bw505proximal }]

[300018-1111][17.06.06./07.30]

[33y][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./21.00][32y]

[20][Pc3bw505distal }]

[300019-2222][17.06.06./07.40]

[35y][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./19.45][34y]

[21][Lakshamanathirthabw1pc3proximal }]

[300020-3333][17.06.06./07.30]

[07r][0-2b, 3-4g, 5-6y, 7-8r.]

[16.06.06./11.00][06y]

[22][Lakshamanathirthabwpc3distal }]

[300021-4444][17.06.06./07.40]

[05y][0-2b, 3-4g, 5-6y, 7-8r.]

[16.06.06./19.45][04g]

[23][Pc3bw506proximal ]]

[300022-1111][17.06.06./08.00]

[35y][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./21.00][34y]

[24][Pc3bw506distal ]]

[300023-2222][17.06.06./08.10]

[36r][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./19.45][35y]

[25][Kabinibw2proximal ]]

[300024-3333][17.06.06./08.00]

[07r][0-2b, 3-4g, 5-6y, 7-8r.]

[16.06.06./11.00][06y]

[26][Kabinibw2distal ]]

[300025-4444][17.06.06./08.10]

[05y][0-2b, 3-4g, 5-6y, 7-8r.]

[16.06.06./19.45][04g]

[27][Pc3bw507proximal }]

[300026-1111][17.06.06./09.00]

[36r][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./10.30.][35y]

[28][Pc3bw508distal }]

[300027-2222][17.06.06./09.10]

[33y][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./19.45][32y]

[29][Suvarnavathibw2proximal }]

[300028-3333][17.06.06./09.00]

[03g][0-2b, 3-4g, 5-6y, 7-8r.]

[16.06.06./11.00][02b]

[30][Suvarnavathibw2distal }]

[300029-4444][17.06.06./09.10]

[06y][0-2b, 3-4g, 5-6y, 7-8r.]

[16.06.06./21.00][05y]

[31][Pc3bw508proximal ]]

[300030-1111][17.06.06./10.00]

[33y][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./08.30][32y]

[32][Pc3bw508distal ]]

[300031-2222][17.06.06./10.10]

[31y][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./10.30.][30g]

[33][Sc603bwpc3distal ]]

[300032-4444][17.06.06./10.10]

[13g][0-5b, 6-15g, 16-20y, 21-25r.]

[16.06.06./11.00][12g]

[34][Sc603pc3pc2proximal]

[300033-3333][17.06.06./11.00]

[06g][0-5b, 6-15g, 16-20y, 21-25r.]

[16.06.06./19.45][04b]

[35][Pc3bw509proximal }]

[300034-1111][17.06.06./12.00]

[31y][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./10.30.][30g]

[36][Pc3bw509distal }]

[300035-2222][17.06.06./12.10]

[29g][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./08.30][28g]

[37][Sc604bwpc3distal }]

[300036-4444][17.06.06./12.10]

[11g][0-5b, 6-15g, 16-20y, 21-25r.]

[16.06.06./11.00][10g]

[38][Sc604pc3pc2proximal]

[300037-3333][17.06.06./13.00]

[06g][0-5b, 6-15g, 16-20y, 21-25r.]

[16.06.06./10.30.]04b

[39][Pc3bw510proximal ]]

[300038-1111][17.06.06./13.30]

[29g][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./21.00]28g

[40][Pc3bw510distal ]]

[300039-2222][17.06.06./13.40]

[27g][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./19.45][26g]

[41][Sc605bwpc3distal ]]

[300040-4444][17.06.06./13.40]

[11g][0-5b, 6-15g, 16-20y, 21-25r.]

[16.06.06./10.30.][10g]

[42][Sc605pc3pc2proximal]

[300041-3333][17.06.06./14.30]

[06g][0-5b, 6-15g, 16-20y, 21-25r.]

[16.06.06./11.00][04b]

[43][Pc3bw511proximal }]

[300042-1111][17.06.06./15.00]

[27g][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./21.00][26g]

[44][Pc3bw511distal }]

[300043-2222][17.06.06./15.00]

[25g][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./10.30.][24g]

[45][Sc606bwpc3distal }]

[300044-4444][17.06.06./15.10]

[13g][0-5b, 6-15g, 16-20y, 21-25r.]

[16.06.06./11.00][12g]

[46][Sc606pc3valiyarproximal]

[300045-3333][17.06.06./15.30]

[06g][0-5b, 6-15g, 16-20y, 21-25r.]

[16.06.06./08.30][04b]

[47][Pc3bw512proximal ]]

[300046-1111][17.06.06./16.00]

[25g][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./10.30.][24g]

[48][Pc3bw512distal ]]

[300047-2222][17.06.06./16.10]

[23g][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./11.00][22g]

[49][Sc607bwpc3distal ]]

[300048-4444][17.06.06./16.10]

[14g][0-5b, 6-15g, 16-20y, 21-25r.]

[16.06.06./21.00][13g]

[50][Sc607pc3valiyar]

[300049-3333][17.06.06./17.00]

[07g][0-5b, 6-15g, 16-20y, 21-25r.]

[16.06.06./10.30.][06g]

[51][Pc3bw513proximal }]

[300050-1111][17.06.06./18.00]

[23g][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./08.30][22g]

[52][Pc3bw513distal }]

[300051-2222][17.06.06./18.10]

[21g][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./9.45][20g]

[53][Sc608bwpc3distal }]

[300052-4444][17.06.06./18.10]

[13g][0-5b, 6-15g, 16-20y, 21-25r.]

[16.06.06./08.30][12g]

[54][Pc3bw514proximal ]]

[300053-1111][17.06.06./19.00]

[21g][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./21.00][20g]

[55][Pc3bw514distal ]]

[300054-2222][17.06.06./19.10]

[23g][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./11.00][22g]

[56][Vaigaibw3proximal ]]

[300055-3333][17.06.06./19.00]

[07r][0-2b, 3-4g, 5-6y, 7-8r.]

[16.06.06./10.30.][06y]

[57][Vaigaibw3distal ]]

[300056-4444][17.06.06./19.10]

[05y][0-2b, 3-4g, 5-6y, 7-8r.]

[16.06.06./21.00][04g]

[58][Pc3bw515proximal }]

[300057-1111][17.06.06./21.00]

[23y][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./11.00][22g]

[59][Pc3bw515distal }]

[300058-2222][17.06.06./21.10]

[21g][0-10b, 11-30g, 31-35y, 36-40r.]

[16.06.06./08.30][20g]

[60][Sc609bwpc3distal }]

[300059-4444][17.06.06./21.10]

[11g][0-5b, 6-15g, 16-20y, 21-25r.]

[16.06.06./10.30.][10g]

[61][Sc609pc3gunaar]

[300060-3333][16.06.06./11.00]

[04b][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[62][Pc3bw516proximal ]]

[300061-1111][16.06.06./21.00]

[20g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[63][Pc3bw516distal ]]

[300062-2222][16.06.06./19.45]

[16g][0-10b, 11-30g, 31-35y, 36-40r.]

[-] [-]

[64][Sc610bwpc3distal ]]

[300063-4444][16.06.06./10.30.]

[06g][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

[65][Sc610pc3vaipur]

[300064-3333][16.06.06./08.30]

[16y][0-5b, 6-15g, 16-20y, 21-25r.]

[-] [-]

Inferences from the above tables:

If we look at the 1st set of tables:

Most of the canals are flowing with optimal level of flow.

Very less water is reaching the coastal river point that means the water is effectively utilized in the land lower to the primary channel 1.

Almost, no water is reaching the sea trough the secondary channels as all the water is effectively utilized from the secondary channel arising from the primary channel 1.

The flow to the primary channels from the upper secondary channels are also minimal that means the water from the primary channel 3 & 2 are also utilized to the maximum extent in the upper lands present below the level of the primary channel 3 and primary channel 2.

More water is reaching the sea through the river vaipur which is fed by the primary channels.

If we look at the 2nd set of tables:

There is a raining on 17.06.06 at the catchment’s area of tributary Hemavathi and river Kaveri between 2.00 to 5.00 am.

The water flow has increased in the tributary Hemavathi and river Kaveri and it has reached pc3 area (Pc3bw502distal) at 5.00hrs on 17.06.06, pc2 area (Pc2bw1200distal) at 7.00hrs on 17.06.06 and pc1 area (Pc1bw1002distal) at 16.00hrs on 17.06.06.

In pc3 the water level has gradually raised till river Vaigai (Vaigaibw3distal) and secondary channel 609 (Sc609bwpc3distal) and their after there is no changes that mean the water could reach till there only.

In pc2 area the water could reach till the end that means more water has flown in the river Kaveri lower that pc3 area and the water could reach till the end of the primary channel 2.

In pc1 area the water could reach till the river Vaigai (Vaigaibw1distal) that means more water is diverted from the river Kaveri at pc2 level only.

Advantages of the electronic control system:

The rise and fall in the water levels both in the natural and artificial water pathways of the entire nation can be identified within few minutes and we can gather the information’s sitting in one office even following rain.

Information’s of all the water paths will be available at one place in a comprehensive manner and thus we can compare the water levels of the all the water paths like the natural paths (rivers and streams) and the artificial paths (primary and secondary channels) in a schematic way like low (brown), optimal (green), high (yellow) and dangerous (red) water flow and thus we can plan for diverting the water from the high water flowing pathways to the low water flowing pathways.

We can give commands to the electronically controlled gate through phone to open or close till the desired level of water flow is achieved in the canal sitting in one office or in the zonal office.

Seasonal supply of water: In some area the water requirement is more during specific time and no water is required at the end of cropping. This can be identified and the water can be diverted according to the need and to the places, where we can able to store the water like reservoirs.

It is easy for diverting the water and monitoring the water levels according to our needs within minutes.

Seasonal comparison of the flow of water in the canal system and the changes in water levels in the canal at different seasons with raining can be done after studying the changes in the water levels for few years and if the changes are reliable and constant, then we can plan for better cropping depending upon the availability of the water, well in advance.

Damage identification to the RCS system can be done within minutes, the water flow in the canal can be stopped in the minute at which the damage is identified without going to the spot at all the 24

hours of the day and the water flow can be stopped till the repair work is completed. This can be identified by identifying sudden drop of water levels in the end sensors, where we expect specific water flow with the certain level of flow in the starting point of the canal. This finding will be supported by the memory column findings at which we assess the flow in the past few days, both at the starting and ending sensors of the suspected damaged canal. For example in the 1 st set table, the secondary channel 804 arises from the primary channel at pc2bw1209, and ends at the primary channel1 proximal to the pc1bw1008, the sensor ‘sc804bwpc2distal’ is showing 10 meters flow (green- optimal flow) on 16.06.06 at 9.30hrs and at the end of the same canal (sc804pc2pc1proximal) the last reading seen is 4 meters flow (Brown- low flow – which is expected) on 16.06.06 at 12.30hrs. If there is sudden drop of water level to 0 meters in the sc804pc2pc1proximal sensor with the same of 10 meters of flow at the origin (sensor sc804bwpc2distal) of the canal indicates that there is damage to the canal.

We may face errors in the sensor system if we place the sensor at the back water/side water of the primary channel at which the secondary channel ends. If we place the sensor in the back water site the sensor will always show the reading corresponding to the back water level and which is a wrong reading.

Picture: Correct placement of the level sensor.

Water supply according to the nature and requirement of the soil can be done. Because the type of the soil, its water requirements and the crop that is grown well in that soil are different at different places. For example,

Some of the soil requires less water and they remain wet for a long time, and the crop growth is good with less water.

Some of the soil requires less water, and if we give more water there may not be the good growth of the crops.

Some soil may require more water for growing the water dependable crops like paddy, wheat and sugarcane.

Some soil requires moderate water for growing good crops.

In some soil water will not stay in the top layers of the soil and feeding any amount of water is a waste for that area like sand soil. For these areas we need to supply the water for domestic purpose and for growing specific crops in patchy areas of lands by creating pile lining system by utilizing the same RCS principle and RCS mapping, because even with the pipe lining the water will not flow with ease without flow gradient and without gravity (Ultimate end level difference). So, for this also, we need to identify the sea level points by utilizing the flowing and dry water pathways and identify the sea levels set with the flow level difference, identify the primary pipelining channel pathways, test the path for channel patency and put the pipe lines and the size of the pipe depends on the water requirement that we need to calculate.

Disadvantages:

Needs initial investment.

Needs eminent people for monitoring the system round the clock.

Chances of system failure, since it is a machine.

Theft of the unguarded electronic goods.

Damage to the equipments by the animals and evil minded people.

10.27. Utilization of these survey findings for further activities:The main motto of creating the RCS is to create the land equality. The land equality means to make the production value to become equal from all the lands. We know the lands are of many verities, that means some are already irrigated and they may be growing crops like paddy, sugarcane, wheat and others, which needs more water for their cultivation and growth. Some lands are semi irrigated, that means in these area it is possible to grow crops like paddy or any other crop which needs more water only in seasons following rain at which the wells and reservoirs are full and the farmer may be irrigating his land with pump set or from the canal from the reservoirs, or sometimes the canals from the river dams may release the water in a seasonal manner, so the growth and thus the productions is not equal throughout the year. Some are planted lands like the coffee/tea estates, or orange/apple estates or teak/rose wood plantation, coconut/aracunaut plantation and others, these plantation may not need the RCS (Continuous artificial supply of water), and it may be maintained only with rain water in the hilly regions. And in dry land the crops that grows with minimal water or the crops depends on the rain water are grown and most of the time these land owners face the loss or the production itself may be less. It also depends upon the soil quality, in some soil where the nutrient content is more, will produce more yield and vice versa. This needs the expertise to identify which crop is suitable for what land and to identify what nutrient is deficient in what soil and this is not done in the full extent at present due to various reasons.

With the development of the RCS we can eradicate one cause for land inequality, that is all the land will have some access for water at all the time. Identify what crop will yield maximum income in that land and utilize the RCS water if needed to the maximum extent and get the maximum income. If we

need a scientific approach in agriculture then all the farmers has to join together to make the agriculture in to a co-operative industry. And by creating industries related to the crop grown in the local area in a scientific way makes the maximum economic growth of the people and the nation.

The Net Income per unit area of land = Total production - [Investment/interest + Annual capital + expenses for maintenance + Wages for the manpower including the owner].

The Net income per unit area of land is the total income that the owner will get after excluding the expenses. This becomes equal only when the production from the present land becomes equal as compared to the irrigated land and the planted land and this is possible only when all the dry land and semi irrigated lands gets water in sufficient quantity to grow any crop which grows better in that land and which is possible with the creation of RCS.

Total production from unit area of land may be more in some lands for some crop but the ultimate net income depends on how much expense has occurred to get that income.

Investment / Interest are the money and the man power needed to cultivate the plants. The investment may once in 4 to 6 months as in paddy, wheat, once in a year as in case of sugar cane, turmeric, once in 10 to 15 years as in teak/ rose wood plantation, coffee / tea plantation, once in 20 to 30 years as in coconut plantation. In some of the long term plantation the initial investment is huge and they also have to spend for maintaining the plantation. Whereas the short term plantation the investment is less and frequent. If we compare the annual investment and the income of the long term and short term crops it should be approximately corresponding. This we can make equal by creating RCS - better productivity and agriculture related industries with the ownership of the people of that area itself.

It is the government’s responsibility to provide sufficient water for all the land for agriculture, industry and for domestic purpose. For effective creation of this system, division of work with working together in a scientific and spiritual way from the village to the central level is necessary for the improvement of individuals and the nation. Division of work is necessary to complete the work in a possible short period and to get the water as early as possible. It needs effective coordination in a scientific and spiritual way, other ways the water will not flow according to our need and ultimately nobody will be benefited.

So, in this system, the central government will create the primary channel and make the water available to all the states in a larger scale to full fill the needs of all the states based on the geographical distribution of the natural water sources available. For working better and for better control, the control units are created in a zonal fashion by creating the zonal offices for surveying the coastal area/rivers, identifying the primary channel site, testing the channel patency, allotting the work for contract, and to supervise the work, involving the interstate body with representative from the states coming under that zone as per the geographical architecture. And one state may come under two zones based on the geographical distribution of the state.

The team present in the zonal level with the help of the state government will create the secondary channels. The tertiary channel has to be created by the district body and the quaternary channel by the village panchayat people. Now the question is who will give the points to create the tertiary and quaternary canal system to the people of the district and the village.

For the central and the zonal team the starting point is the coast river point, where the river joins the sea. For the district and the village panchayat team they need to take any one nearby point marked by the central team at the river bed, which contains the information like the sea level at that point and distance from the coastal river point, sometimes this point may be present within the district, some time it may not be present inside the district. If no point marked by the central team is available within the district, then all the exit dry water paths have to be identified in the district and identify where it ends till it reaches the river/ tributary/ near mark available (book containing the details of the river, their distance and level at different distance with the landmark address of the place can be released by the central team for help of the district and the village panchayat team both in hard copy and in CD form) and add the distance and the level that will give the real distance and level from the sea.

An example of Chamarajanagar district is given here that how we can utilize the information created by the central team through the zonal office can be utilized to create the miniature RCS in the district. Here the dark blue line indicates the district border. Light blue lines indicate the survey of the rivers done by the central team and the information’s are obtained from the central office by the district committee on RCS.

The district committee will receive the graph with the digital data as follows.

Picture: RCS in Chamarajanagar district - LLM.

The committee will take the necessary information from the book and the CD obtained from the central team and information’s obtained are as follows and it corresponds to the land marks installed at the spot in the bank of the river/ tributaries.

Kaveri:

River: Kaveri coastal river point 6.

Karnataka border at Chamarajanagar district Hogeyanakal .

[SlNo.][Land Mark No.][Distance from the costal river point in kilometers.][Level in meters above the mean sea level.]

[The district to which it belongs.][Notes: Tributaries if any ect.]

[1.][K300][600][400]

[Chamarajanagar border] [-]

[2.][K310][620][410]

[Chamarajanagar border][T1K (Tributary1Kaveri CH)]

[3.][K320][640][412]

[Chamarajanagar border] [-]

[4.][K330][660][418]

[Chamarajanagar border][T2K (Tributary2Kaveri CH)]

[5.][K340][680][430]

[Chamarajanagar border] [-]

[6.][K350][700][432]

[Chamarajanagar border][T3K (Tributary3Kaveri CH). Tributary Suvarnavathi joins the river Kaveri at 701 kms at 433mts above the MSL]

[7.][K360][720][438]

[Chamarajanagar border] [-]

[8.][K370][740][442]

[Chamarajanagar border] [-]

[9.][K380][760][445]

[Chamarajanagar border] [-]

[10].[K390][780][450]

[Mysore][Tributary Kabini joins the river Kaveri near T.N.Pura.]

[11.][K400][800][452]

[Mysore] [-]

[12.][K410][820][460]

[Mysore] [-]

Survarnavathi:

Tributary Suvarnavathi joins the river Kaveri at 701 kilometers from the coastal riverpoint6 at the level 433mts above the mean sea level.

[Sl No.][Land Mark No.][Distance from the point where it joins the river Kaveri in kilometers.][Distance from the costal river point in kilometers.][Level in meters above the mean sea level.]

[The district to which it belongs.][Notes: Tributaries if any ect.]

[1.][Su00][00][701][433]

[Chamarajanagar.] [-]

[2.][Su10][20][721][440]

[Chamarajanagar.] [-]

[3.][Su20][40][741][444]

[Chamarajanagar.] [-]

[4.][Su30][60][761][450]

[Chamarajanagar.] [-]

[5.][Su40][80][781][458]

[Chamarajanagar.][T1Su joins the tributary suvarnavathi at 80 kilometers length at 458 meters above the MSL.

T2Su joins the tributary Suvarnavathi at 90 kilometers length (791kilometers from the coastal river point) at 460 meters above the MSL.]

[6.][Su50][100][801][462]

[Chamarajanagar.][T3Su joins the tributary Suvarnavathi at 110 kilometers length (811kilometers from the coastal river point) at

475 meters above the MSL.]

[7.][Su60][120][821][480]

[Chamarajanagar.][Primary channel 3 meets the tributary Survarnavathi at this point. In set 1 table: Suvarnavathibw2proximal, Suvarnavathibw2distal, Pc3bw507proximal, Pc3bw507distal.]

[8.][Su70][140][841][482]

[Chamarajanagar.] [-]

[9.][Su80][160][861][486]

[Chamarajanagar.] [-]

Kabini.

Tributary Kabini joins the river Kaveri at 780 kilometers from the coastal riverpoint6 at the level 450 mts above the mean sea level.

[Sl No.][Land Mark No.][Distance from the point where it joins the river Kaveri in kilometers.][Distance from the costal river point in kilometers.][Level in meters above the mean sea level.]

[The district to which it belongs.][Notes: Tributaries if any ect.]

[1.][Ka00][00][780][450]

[Mysore] [-]

[2.][Ka10][20][800][452]

[Mysore] [-]

[3.][Ka20][40][820][455]

[Mysore] [-]

[4.][Ka30][60][840][460]

[Mysore] [-]

[5.][Ka40][80][860][468]

[Mysore] [-]

[6.][Ka50][100][880][472]

[Mysore] [-]

[7.][Ka60][120][900][482]

[Mysore] [-]

[8.][Ka70][140][920][484]

[Mysore][T1Ka joins the tributary Kabini.]

[9.][Ka80][160][940][486]

[Mysore][-]

[10.][Ka90][180][960][490]

[Mysore][T2Ka joins the tributary Kabini.]

[11.][Ka100][200][980][496]

[Wayanad. Kerala.][Primary channel 3 meets the tributary Kabini at this point. In set 1 table: kabinibw2proximal, kabinibw2distal, Pc3bw506proximal, Pc3bw506distal.]

[12.][Ka110][220][1000][510]

[Wayanad. Kerala.] [-]

[13.][Ka120][240][1020][518]

[Wayanad. Kerala.] [-]

Chamarajanagar district RCS creating committee:

The above information will be utilized by the Chamarajanagar district RCS creating committee and they will survey the water paths of their own district which may or may not contain the water and they will fix the land mark exactly at the site called Local Land Marking (LLM). The following are the survey conducted and the Local Land Markings done by the Chamarajanagar district RCS creating committee.

T1K: Tributary 1 River Kaveri:

Data used: Tributary 1 joins the river Kaveri at 620 kilometers from the coastal river point 6 at the level 410 meters above the MSL at the landmark K310.

[Sl No.][Land Mark No.][Distance from the point where it joins the river Kaveri in kilometers.][Distance from the costal river point in kilometers.][Level in meters above the mean sea level.]

[The district to which it belongs.][Notes: Tributaries if any ect.]

[1][T1K00][00][620][410]

[Chamarajanagar.] [-]

[2][T1K 10][20][640][412]

[Chamarajanagar.] [-]

[3][T1K 20][40][660][416]

[Chamarajanagar.] [-]

[4][T1K 30][60][680][422]

[Chamarajanagar.] [-]

[5][T1K 40][80][700][428]

[Chamarajanagar.][Tertiary channel arises from this point.]

[6][T1K 50][100][720][432]

[Chamarajanagar.][-]

[7][T1K 60][120][740][436]

[Chamarajanagar.][Primary channel 3 passes through this point.]

[8][T1K 70][140][760][440]

[Chamarajanagar.][-]

T2K: Tributary 2 River Kaveri:

Data used: Tributary 2 joins the river Kaveri at 660 kilometers from the coastal river point 6 at the level 418 meters above the MSL at the landmark K330.

[Sl No.][Land Mark No.][Distance from the point where it joins the river Kaveri in

kilometers.][Distance from the costal river point in kilometers.][Level in meters above the mean sea level.]

[The district to which it belongs.][Notes: Tributaries if any ect.]

[1][T2K00][00][660][418]

[Chamarajanagar.] [-]

[2][T2K 10][20][680][422]

[Chamarajanagar.] [-]

[3][T2K 20][40][700][426]

[Chamarajanagar.] [-]

[4][T2K 30][60][720][428]

[Chamarajanagar.] [-]

[5][T2K 40][80][740][432]

[Chamarajanagar.][Tertiary channel arises from this point.]

[6][T2K 50][100][760][436]

[Chamarajanagar.][-]

[7][T2K 60][120][780][440]

[Chamarajanagar.][Primary channel 3 passes through this point.]

[8][T2K 70][140][800][444]

[Chamarajanagar.][-]

T3K: Tributary 3 River Kaveri:

Data used: Tributary 3 joins the river Kaveri at 700 kilometers from the coastal river point 6 at the level 432 meters above the MSL at the landmark K350.

[Sl No.][Land Mark No.][Distance from the point where it joins the river Kaveri in kilometers.][Distance from the costal river point in kilometers.][Level in meters above the mean

sea level.]

[The district to which it belongs.][Notes: Tributaries if any ect.]

[1][T3K00][00][700][432]

[Chamarajanagar.] [-]

[2][T3K 10][20][720][438]

[Chamarajanagar.] [-]

[3][T3K 20][40][740][442]

[Chamarajanagar.] [-]

[4][T3K 30][60][760][446]

[Chamarajanagar.][Tertiary channel arises from this point.]

[5][T3K 40][80][780][450]

[Chamarajanagar.][Primary channel 3 passes through this point.]

[6][T3K 50][100][800][455]

[Chamarajanagar.][-]

T1Su: Tributary 1 to tributary suvarnavathi.

Data used: Tributary1 joins the tributary Suvarnavathi at 80 kms from the point where tributary Suvarnavathi joins the river Kaveri (781 kilometers from the coastal river point 6) at the level 458 meters above the MSL at the landmark T1Su.

[Sl No.]

[Land Mark No.]

[Sl.No][Distance from the point where it joins the river Kaveri in kilometers.][Distance from the costal river point in kilometers.][Level in meters above the mean sea level.]

[The district to which it belongs.][Notes: Tributaries if any ect.]

[1][T1Su00][00][781][458]

[Chamarajanagar.] [-]

[2][T1Su 10][20][801][460]

[Chamarajanagar.] [-]

[3][T1Su 20][40][821][464]

[Chamarajanagar.] [-]

[4][T1Su 30][60][841][468]

[Chamarajanagar.] [-]

[5][T1Su 40][80][861][472]

[Chamarajanagar.] [-]

[6][T1Su 50][100][881][476]

[Chamarajanagar.] [-]

T2Su: Tributary 2 tributary suvarnavathi.

Data used: Tributary2 joins the tributary Suvarnavathi at 90 kms from the point where tributary Suvarnavathi joins the river Kaveri (791 kilometers from the coastal river point 6) at the level 460 meters above the MSL at the landmark T2Su.

[Sl No.][Land Mark No.][Distance from the point where it joins the river Kaveri in kilometers.][Distance from the costal river point in kilometers.][Level in meters above the mean sea level.]

[The district to which it belongs.][Notes: Tributaries if any ect.]

[1][T2Su00][00][791][460]

[Chamarajanagar.] [-]

[2][T2Su 10][20][811][462]

[Chamarajanagar.] [-]

[3][T2Su 20][40][831][466]

[Chamarajanagar.] [-]

[4][T2Su 30][60][851][470]

[Chamarajanagar.] [-]

[5][T2Su 40][80][871][472]

[Chamarajanagar.][Primary channel 3 passes through this point.]

[6][T2Su 50][100][891][478]

[Chamarajanagar.] [-]

[7][T2Su 60][120][911][479]

[Chamarajanagar.] [-]

[8][T2Su 70][140][931][483]

[Chamarajanagar.] [-]

[9][T2Su 80][160][951][485]

[Chamarajanagar.] [-]

T3Su: Tributary 3 tributary suvarnavathi.

Data used: Tributary3 joins the tributary Suvarnavathi at 110kms from the point where tributary Suvarnavathi joins the river Kaveri (811 kilometers from the coastal river point 6) at the level 475 meters above the MSL at the landmark T3Su.

[Sl No.][Land Mark No.][Distance from the point where it joins the river Kaveri in kilometers.][Distance from the costal river point in kilometers.][Level in meters above the mean sea level.]

[The district to which it belongs.][Notes: Tributaries if any ect.]

[1][T3Su00][00][811][475]

[Chamarajanagar.] [-]

[2][T3Su 10][20][831][478]

[Chamarajanagar.] [-]

[3][T3Su 20][40][851][480]

[Chamarajanagar.] [-]

[4][T3Su 30][60][871][482]

[Chamarajanagar.] [-]

[5][T3Su 40][80][891][485]

[Chamarajanagar.][Primary channel 3 passes through this point.]

[6][T3Su 50][100][911][488]

[Chamarajanagar.] [-]

[7][T3Su 60][120][931][490]

[Chamarajanagar.] [-]

[8][T3Su 70][140][951][492]

[Chamarajanagar.] [-]

[9][T3Su 80][160][971][495]

[Chamarajanagar.] [-]

T1Ka: Tributary 1 tributary Kabini.

Data used: Tributary1 joins the tributary Kabini at 140 kms from the point where tributary Kabini joins the river Kaveri (920 kilometers from the coastal river point 6) at the level 484 meters above the MSL at the landmark T1Ka.

[Sl No.][Land Mark No.][Distance from the point where it joins the river Kaveri in kilometers.][Distance from the costal river point in kilometers.]

[Level in meters above the mean sea level.]

[The district to which it belongs.][Notes: Tributaries if any ect.]

[1][T1Ka00][00][920][484]

[Chamarajanagar.] [-]

[2][T1Ka 10][20][940][486]

[Chamarajanagar.] [-]

[3][T1Ka 20][40][960][490]

[Chamarajanagar.][Primary channel 3 passes through this point.]

[4][T1Ka 30][60][980][492]

[Chamarajanagar.] [-]

[5][T1Ka 40][80][1000][494]

[Chamarajanagar.] [-]

[6][T1Ka 50][100][1020][496]

[Chamarajanagar.] [-]

[7][T1Ka 60][120][1040][498]

[Chamarajanagar.] [-]

[8][T1Ka 70][140][1060][500]

[Chamarajanagar.] [-]

[9][T1Ka 80][160][1080][510]

[Chamarajanagar.] [-]

T2Ka: Tributary 2 tributary Kabini.

Data used: Tributary2 joins the tributary Kabini at 180kms from the point where tributary Kabini joins the river Kaveri (960 kilometers from the coastal river point 6) at the level 490 meters above the MSL at the landmark T2Ka.

[Sl No.][Land Mark No.][Distance from the point where it joins the river Kaveri in kilometers.][Distance from the costal river point in kilometers.][Level in meters above the mean sea level.]

[The district to which it belongs.][Notes: Tributaries if any ect.]

[1][T2Ka00][00][960][490]

[Chamarajanagar.] [-]

[2][T2Ka 10][20][980][492]

[Chamarajanagar.] [-]

[3][T2Ka 20][40][1000][494]

[Chamarajanagar.][Primary channel 3 passes through this point.]

[4][T2Ka 30][60][1020][498]

[Chamarajanagar.] [-]

[5][T2Ka 40][80][1040][500]

[Chamarajanagar.] [-]

[6][T2Ka 50][100][1060][505]

[Chamarajanagar.] [-]

[7][T2Ka 60][120][1080][510]

[Chamarajanagar.] [-]

[8][T2Ka 70][140][1100][512]

[Chamarajanagar.] [-]

[9][T2Ka 80][160][1120][515]

[Chamarajanagar.] [-]

These are the data created by the Chamarajanagar district RCS creating committee without going to the coastal area by utilizing the data given by the central team and by looking at the land marks present at the river bed. And they will utilize these points to irrigate the entire land by creating the reticular canal system. These points are basically needed for identifying points with level difference/ flow gradient.

It is also identified that the Primary channel 3 is running in the district for a long course and it meets and feeds the following rivers and tributaries in which the flow has increased in the rivers and tributaries with low flow, and the water paths which flows only after the rain for few days started flowing continuously according to our needs. The following are the flowing and dry water path ways fed by the primary channel 3.

[Sl No][Name of the river /tributary.][Land mark no.][Level above the MSL in meters]

[Distance in kms from the point where it joins

the main river with the name of the main river.]

[Distance in kms of the main river at which the tributary joins with the name of the main river.]

[Total distance from the coastal river point to the point where the primary channel 3 passes.]

[1][Kabini][Ka100][496]

[200 (pc3kabini-kaveri)]

[780 (Kaveri-CRP6)]

[980]

[2][T2Kabini][T2Ka20][494]

[40 (pc3T2Ka-KabiniT2)]

[180(KabiniT2-Kaveri)+780 (KaveriKa-CRP6)]

[1000]

[3][T1Kabini][T1Ka20][490]

[40(pc3T1Ka-KabiniT1)]

[140(KabiniT1-Kaveri)+780(KaveriKa-CRP6)]

[960]

[4][T3Suvarnavathi][T3Su40][485]

[80(pc3T3Su-SuvarnavathiT3)]

[110(SuvarnavathiT3-Kaveri)+701(KaveriSu-CRP6)]

[891]

[5][Suvarnavathi][Su60][480]

[120(pc3Su-Kaveri)]

[701(KaveriSu-CRP6)]

[821]

[6][T2Suvarnavathi][T2Su40][472]

[80(pc3T2Su-SuvarnavathiT2)]

[90(SuT2-KaveriSu)+701(KaveriSu-CRP6)]

[871]

[7][T3Kaveri][T3K40][450]

[80(pc3T3K-KaveriT3)]

[700(KaveriT3-CRP6)]

[780]

[8][T2Kaveri][T2K60][440]

[120(pc3T2K-KaveriT2)]

[660(KaveriT2-CRP6)]

[780]

[9][T1Kaveri][T1K60][436]

[120(pc3T1K-KaveriT1)]

[620(KaveriT1-CRP6)]

[740]

The secondary channels are created by utilizing the data created by the central team and the district committees are as follows.

[Sl.No.][Name of the secondary channel.]

[Originates at,]

[Ends at,]

[1][Sc1pc3]

[Between T1Ka & T3Su]

[Ka10/A.]

[2][Sc2pc3]

[Between T1Ka & T3su]

[Braches and ends at Ka0/A &Su20/A.]

[3][Sc3pc3]

[Between T2Su & T3K]

[Su20/A.]

[4][Sc4pc4]

[Between T3K & T2K]

[Braches and ends at T3K0/A & T2K10/B.]

[5][Sc5pc5]

[Between T2K &T1K]

[Braches and ends at T2K10/A &T1K0/A.]

The tertiary channels are created by the district committee by utilizing the man power of the village panchayat by utilizing the data from the central and the district committee.

[Sl.No.][Name of the Tertiary channel.]

[Note.]

[1.][TC1T3K]

[It starts at the T3K30 at the level446 meters, T2K40 at the level432meters, T1K40 at 428 meters. These water paths were flowing only in seasons after the creation of primary channel they act like the natural secondary channels.]

[2.][TC2sc4pc3]

[Is the tertiary channel arising from the secondary channel 4 which in turn arises from the primary channel 3 ends at river Kaveri proximal to K330.]

10.28. The standardized gate system for RCS:We need to incorporate the gates in the barrier walls constructed across the water path to increase or decrease the flow of water in the primary channel or any other channel that drains the water as we need. It is necessary to have a uniformly standardized gate system to decrease the adverse effects. If we do not standardize the gate system, then each barrier wall will have different type of gate with different quality, different cost and later it may not be suitable for incorporating the electronic control system. So to prevent all these we need to standardize the gate system.

The parameters that comes under the standardization are,

The size of the gate.

The material/metal used for creating the gate.

The type of the threading system and its quality.

The mechanical points for incorporating the electronically controlled motor in the future.

The operational techniques.

The size of the gate should be uniform for a particular channel system throughout the nation. Some of the suggestions are given for the size of the gate. It is mentioned in the following table.

Sl. no.

Barrier wall constructed across.

Size of the gate – height × breadth in meters.

Number of gates to be installed.

River. 5 × 3 6

Tributary. 5 × 3 4

Primary channel. 5 × 3 4

Secondary channel. 3 × 1.5 2

5. Tertiary channel. 1.5 × 1 1

The material/metal used for creating the gate: It is better to use the metal which is strong and non corrosive.

The type of the threading system and its quality: The threading system should be of the uniform type with high quality, and it should be possible to fit the electronic control system later.

The mechanical points for incorporating the electronically controlled motor in the future: We need to consider all the points to incorporate the electronic control system in the future like holes for immersing the sensors, passages for the wires from the sensor system and others at the time of manufacture of the gate in the factory.

The operational techniques: It should be easy to operate both with the electronic control system and manually.

It is also necessary to standardize, if we depend on the flow of water in cubic meters per second for the collection of the revenue for releasing the water for maintenance of RCS later.

10.29. Safety measures in the project for the working people.There is chance for accidents in the work of RCS, if anybody makes mistake or may be due to machinery problem.

The safety measures are for two things:

For the working people.

For the machine.

A. For the working people:

Since most of the people during survey are working in the field of water and in the places where animals, reptiles and insects are present a variety of problems may arise. The chances for accidents are more for the team which does the falls and rapids survey.

The types of problems that may arise are,

Injuries: like abrasions, lacerations, injuries to the head, neck, spine, chest, abdomen, fractures ect.

Bites and stings: Snake, scorpion sting, insect bite, leech bite ect.

Near drowning: both fresh water and salt water.

Preventive measures,

Protective wearing like air gowns, helmets, shoes ect.

Vaccination like tetanus toxoid, rabies vaccine.

Good and timely food, fluids and electrolytes to prevent the hypoglycemia, hypovolumia, electrolyte related complications and fall from the height.

Periodic health checkup.

All the working people working at the spot that is in the river and the sea should know the swimming.

Working in good light and working atmosphere.

To manage the accidents,

The manpower to manage the situation like doctors, nursing staff - help can be taken from the local health services.

Medicines and machines to manage the problems like ambulance with ventilator, blood banking facility with necessary staff, splints and immobilizing materials, drugs including anti snake venom, anti scorpion venom, anti rabies immunoglobulin, oxygen, intravenous fluids and all the emergency drugs.

B. For the machine,

The electronic goods may be attached with air bag with the thread attached.

For the instruments used at the top of the falls safety pinning/fencing is done at places so that the instrument/working people will not fall from the top.

A thread is attached to the working people and to the machine and it is attached to the strong permanent structure, in such a way that even if the working man or the instrument falls, it is well away from the edge of the falls.

10.30. Advantages of the reticular canal system. 1) Reticular pattern of canal system is more advantageous with this the entire India can be irrigated. All the nooks and corners of the India will get some water supply either through primary or secondary or tertiary channel system. As compared to single channel system that connects north Indian rivers with south Indian rivers the reticular pattern of canal system is more useful, cost effective and harmless.

It is because, the single channel system,

a) Can irrigate only few areas in the nation, may be 25 - 50 kilometers on either the sides of the channel, if sub channels are created.

b) At places we may have to dig very deep to make the free flow of water/it may need underground channels also.

c) If natural calamities like flood occurs most of the south Indian places and cities may be affected by the flood, and can cause more damage.

d) There is an absolute necessity to protect the control system of this main channel, because evil forces may put the threat that they are going to damage the control gate.

e) The expense may be very high as compared to the benefit, and it needs lot of machine and man power and local people’s participation may be very less as it is mainly a central channel.

f) The necessity of shifting many cities/villages may be required to create one main channel. Since this channel is very wide and big, we may need to construct big bridges to connect the people on either the sides of the main canal, the need to protect this bridges from the evil forces may also arise.

2) Since reticular pattern of canal system are consisting of many small to moderate sized channels that are scattered throughout the India and no Dams/ Reservoirs of high cost is constructed, there is no chance that the water occupying the living area arises. So there is no need to shift the people from one place to another place in a big way.

3) Natural calamities may decrease in the future with the existence of RCS, like floods and its damage, as these reticular channel system may act like a better drainage system and the rain water may reach its final destiny with ease. We can utilize the required amount water and rest of the water we can leave in the channel and the natural paths to flow freely.

4) Some of the wonders like natural reservoir system may be formed in the future. A depressed area surrounded by hill may act like a reservoir and this needs very little construction and maintenance cost and this can irrigate lot of areas around it for agriculture.

5) At places waterfalls may be created naturally in the flow path of the water to such an extent that we can utilize these fall to create hydro electrical projects.

6) We can supply water on required basis, like less irrigated and more needy areas can be given more water and we can drain water from the areas where water already exists more.

7) The total storing capacity of the fresh water over the nation increases. If we consider that the length of the pc1is 10000kms, pc2 is 10000kms, pc3 is 5000kms and pc4 is 5000kms.Then the total length of the primary channel becomes 30,000kms. If the water flowing size of the primary canal is 40 meters in height × 50 meters in width, then the total storing capacity becomes, 30,000kms × 40mts × 50mts =30,000 × 1000 × 40 × 50 cubic meters =60,00,00,00,000 cubic meters = 600 cubic kilometers. This volume is excluding the volume of water present in the river, tributaries, short pc’s, secondary channels, tertiary channels, quaternary channels and reservoirs. (They are the approximate values, it will change after the micro survey).

8) Ground water level will rise with reticular pattern of channel system, as the total area of absorption of surface water increases and more water sinks in to the ground. If the total length of the primary channel is 30,000kms (apart from the surface area present as the floor of the water path ways like river, tributaries, short pc’s, secondary channels, tertiary channels, quaternary channels and reservoirs for surface absorption of water) then the total area of surface for absorption becomes, 30,000kms × [40mts × 2 side walls + 30mts floor] = 30,000 × 1000mts × 110mts =3,30,00,00,000square meters = 3300 square kilometers (an area with 57.44kilometers length and 57.44kms breadth).

9) Rain fall also increases, as more water and surface area of water exposed to sunlight increases, more water vapors are generated and more clouds will be formed, more raining we can expect over the land. If the total length of the primary channel is 30,000kms (apart from the water surface exposed for sunlight over the surface of the water path ways like river, tributaries, short pc’s, secondary channels, tertiary channels, quaternary channels and reservoirs for evaporation) then the total area of water surface exposed for sunlight becomes, 30,000kms × 50mts = 30,000 × 1000mts × 50mts =1,50,00,00,000 square meters = 1500 square kilometers (an area with 38.72kilometers length and 38.72kms breadth).

Note: Rain → Raise in the water level in the rivers/tributary → Rapid flow of water to the sea → Rapid empting of water in the river/tributary within few hours/days → Less time for absorption and evaporation → Less absorption with more utilization of underground will lead to lowering of underground water & less evaporation of the water over the land leads to decreased formation of clouds over the land and less raining over the land. The cloud formed over the sea has to fly for a long distance and has to fly above the western hills to reach the land of India to shed the rain.

With RCS the area of absorption and evaporation increases and the duration of absorption and the evaporation are also increases.

10) As we have already explained in single big channel system, shifting of villages and cities in a big way in reticular channel system will not be there.

11) Only the primary channels will be constructed by the central government, secondary channels by the state government, tertiary channels by the district boards, quaternary channels by the people of VP/AA itself. So direct peoples participation will be there and the national economic burden decreases. The technical assistance may be provided by the present engineering system.

12) The silt formed can be periodically removed from the primary channel and it can be used as manure and put over the land present above the level of the primary channel from where the silt has taken. And it may act like a good manure as it contain good amount of organic and inorganic nutrient necessary for the growth of the plants.

13) With better water supply and with the participation of the people it is possible to convert all the thin forests in to thick forest by implanting use full trees in it.

Thin forest:

Thick forest:

14) Most of the natural water paths which remains dry during most of the seasons, especially the rainy seasons can be converted in to ever flowing water paths as per our requirement.

Dry natural water path ways which flows only for few days in rainy season (Dry natural water path);

Ever flowing water pathways, which flows in all the seasons and with RCS, the flow in the natural water paths can be made continuous as per our requirement (Ever flowing water pathway).

15) Construction of simple structures will do greater job diverting the river water to the primary canals.

Simple barrier wall like this will work : Barrier wall Across kaveri river Near Danagere. Kollegal taluk, chamarajanagar district.

The same :Barrier wall Across kaveri river Near Danagere. Kollegal taluk, chamarajanagar district.

The same: Barrier wall Across kaveri river Near Danagere, Kollegal taluk, chamarajanagar district.

A simple gate like this will maintain the level that we want in the Primary canals. kaveri river Near Danagere, Kollegal taluk, chamarajanagar district.

Simple gates lake this will effectivel control the flow of water in the primary canals.

Barrier wall Across kaveri river Near Danagere west end ea923

Barrier wall Across kaveri river Near Danagere full view.

Barrier wall Across kaveri river Near Danagere east end.

Barrier wall Across kaveri river Near Danagere east end canal origen with gate.

Barrier wall Across kaveri river Near Danagere east end canal origen with gateea695mts.

Barrier wall Across kaveri river - The canal behind danagere.

Barrier wall Across kaveri river - The canal behind danagere.

We can release the required volume of water to the needy canals.

16) Complications in agriculture due to less rain fall can be prevented:

A dying tree due to dehydration.

Many trees are dying due to no irrigation:

People have worked and waiting for the rain to come.

Seeds are implanted but many have dried in the soil.

A dry well.

This was the place from where the excess water was flowing out of the well a few years ago.

After some time the entire tree will fall due to drying. Government will try to fill the loss, instead of thinking the methods prevent such types of hazards.

A dry water path.

The check dams constructed across the water paths will remain as the waste and will not serve its purpose.

A plant which is suffering from dehydration from its early life will not give good yield.

The entire plant physiology will alter with the leaves becoming almost completely dry and then getting some water at some time.

17) RCS will fill water to all the places where it is possible to fill the water like this.

18) RCS & Hydro electrical projects: RCS will be able to generate ‘n’ number of electricity by providing the opportunities at multiple sites for hydro electrical projects.

Possible areas for Hydro elecrical projects-Ganga elevator-Available height 500 mts.

Possible areas for Hydro elecrical projects-GUT end 870 to YUC start 800-Available height 70 mts.

Possible areas for Hydroelecrical projects-YUT end 800 to FPC1 beginning 500-Available height 200 mts.

Possible areas for Hydroelecrical projects-FPC1 WE Bandi,Sucri, Jawai, Sabarmathi, Som 500 areas-Available height 50-100 mts at multiple places.

.Possible areas for Hydroelecrical projects-FPC1 Khairi, Banas, Berach 500 areas-Available height 50-100 mts at multiple places.

Possible areas for Hydroelecrical projects-FPC1 EE Mand Sankh Southkoel Subarnarekha Damodhar Rihand 500 areas-Available height 50-100 mts at multiple places.

Possible areas for Hydroelecrical projects-FPC1 EE Mand Sankh Southkoel Subarnarekha Damodhar Rihand 500 areas-Available height 50-100 mts at multiple places.

Possible areas for Hydroelecrical projects-Kaveri river elevator-Available height 230 mts.

Possible areas for Hydroelecrical projects-Kaveri Moyar interlinking path-Available height 100-200 mts.

Possible areas for Hydroelecrical projects-FPC1 Amaravathi Nangangi Vaigai Arjun Vaippar Chittar(End) 500 areas-Available height 100-200 mts at multiple places.

19) Among the many reasons for land inequality irrigation plays a major role, which can be eradicated. Depending on irrigation the lands are divided in to dry, semi irrigated and irrigated land. With RCS we can make all the lands as irrigated lands, and there will not be any terms like dry land, drought prone lands, and semi irrigated land.

20) The farmers looking in to the sky for rain will be completely stopped.

21) Many numbers of falls at many places will make the nature more beautiful.

Summary of advantages.

1) Sufficient water for irrigation, industry and for domestic purpose.

2) Effective drainage system for natural calamities like floods.

3) Rise in ground water level, formation of streams, springs, natural reservoirs.

4) Utilization of nature in the natural way – nature friendly- less destruction of nature.

5) Safe even if the system breaks – electronic control of the system is possible.

6) Economical in creation – cost benefit view.

7) Decentralization of effort in creation – easy people and government participation at all the levels possible.

8) No necessity to shift villages and cities in a big way and thus we can avoid the problems arising with same.

9) Total consumable land area for creation of the system is less.

10) No need to construct, protect and maintain long bridges and big dams.

11) Hydro electrical projects can be done with the water falls that will generate from the RCS.

12) We can supply water on need basis.

13) We can expect increase in the rain fall and if there is a rain fall any where over the system, it is possible to distribute the rain water to all the area below.

14) The silt formed can be used for re soiling/ as manure.

15) One or the other river, at one or the other point will be filling the RCS and thus a constant flow can be maintained in all the natural and artificial water path way throughout the year.

10.31. Disadvantages of the RCS:1) Road sinking: The water content in the soil may increase and the soil below the road may sink by the kinetic pressure over it and over lapping road may get damaged.

The modern roads should be wide, well constructed, resistant to kinetic pressure, straight. The loose soil below the road should not displace on either the sides or the water should not diffuse below the road in the loose soil layer and the road should not sink.

A cement /mud wall with plastic sheet covering/ layer of tar (Paint of plastic/tar) is coated over the outer aspect of the wall, should be constructed till the firm soil layer. This prevents the water seepage below the road and soil sink age and also soil displacement outside the road area. The electrical poles, telecom cables should be outside the road (outside the wall).

See Color atlas 36 – Picture 2: Model roads.

2) Railway tract displacement: As the soil below the tract sinks the track may displace. Creation of cement wall and tar layer as mentioned earlier can prevent the displacement.

3) At places because of poor water flow, water stagnation can occur and the soil can become paste like and people or animal walking over it may sink inside the water soil paste, to prevent this, proper water flow pathways should be constructed by the AA body, stagnation of water should be prevented.

4) To the poor houses water may seep/ooze from the floor and the humidity may increase inside the poor house, so that necessity of cement flooring arises for all the houses.

5) The waste water that is generated from the village/ factory may enter the reticular canal system and it may contaminate with the waste water and can cause problems to the next village toward where the water flows. The AA/VP should follow a very strict sense in this aspect, and every village should have a green belt all around to where these waste water is flowing and trees like sandal wood, teak wood, rose wood, neem should grow in that area.

6) Some of the water born diseases like Malaria, cholera, enteric fever, guiniworm infections, worm infestation due to moist soil, diarrheas may increase if the water flow managements are improper.

10.32. Silting and erosion in natural and artificial water pathways:

Is silting is a constant process? Is erosion is more with more rapid flow?

Silting is the process of deposition of solid materials like mud/soil/other products at the undersurface and at the bank of the river/ water pathways and also in to the sea. This solid product deposition in the water pathway is called silting. Generation of this silt occurs throughout the length of flow of water, starting from the point of raining till it reaches the sea. When the rain drop falls on the earth, the water droplet strikes (thuds) on the earth, takes few particles of soil and other material, it mixes with it, these water droplets joins together carrying the material that they contain and start traveling. As the water travels, the force and friction created at the floor on which it travels and at the edges between which it travels takes away some more particles and the water becomes brown. The extent of this discoloration is directly proportional to the looseness of the soil and the amount of water friction development. If the soil is looser then there is more discoloration (The roots of the plants prevents easy erosion of soil by acting like miniature barriers). If there is more rain leading to more flow creates more force with more friction leads to more erosion and more discoloration. As this water travel along its course and as the speed of the water flow decreases or if the flow stops and it becomes stagnant, the particles with higher density settles at the bottom and if the settling increases on one side of the flow, the entire water path way may move away from the area of deposition /silting and thus we may see the gradual change in the course of the water pathway over many years. Like this the silt is formed at some place and deposited at some place.

Erosion of the earth in the water flow path occurs when the water current takes away the particles present at the floor and the side wall of the water path. Ultimately when the river reaches the sea, all the particles will settle forming millions of tons of silt at the place, where the river joins the sea.

If we look in to the composition of silt, it basically contains the materials present on the top layers of the soil especially rich in organic materials due to the fallen leaves and animal products (dead and degraded plant and animal products) along with inorganic materials like sodium, potassium, iodine, iron and others.

Now the question is if the raining is constant over a period of time (example over 10Years), the amount of water flow becomes the constant in the same given period. If the type of soil present over the given area is constant, then the amount of silt formation also becomes the constant over the constant period. If the amount of silt formed is constant with the constant flow of water over a constant period, then this constant volume of silt formed will have different area of distribution with different flow dynamics with the establishment of RCS and that silt is accessible for reutilization as it is not going to reach the far place/ sea as in the natural system of water flow.

The changes, that, we may see in the future with the establishment of the RCS are;

1. Change in the volume of silt formation.

The silt forming water (brown water) remains the same at the place where raining occurs, at the place where the rain water flows till it reaches the river. But the silt generation decreases in the river as more water is diverted towards the primary channel and less water is flowing in the original river itself with decreased flow velocity. And also, the excess water reaching the sea with force decreases with decreased flow of water in the river, so there is decrease in amount of silt reaching the sea. Ultimately the total silt production decreases.

The amount of brown water generated at the site of raining and in the water paths till it reaches the primary channel remains the same, but the flow velocity of water in the primary channel are less due to less flow gradient leading to increase in the rate of settlement of the particles with increase in the silt deposition in the primary channel. But the silt generation from the primary channel as such due to erosion of the primary channel wall and floor is going to be lessened. Comparison between the silt generation in the natural path and the primary channel are given here.

Natural paths-rivers, tributaries.

Primary channel.

1.

Wider flow with less depth

Narrow flow with more depth as compared to the natural water path.

2.

Wider contact with loose soil. (Usually the

Less contact with loose soil, usually the side walls and the floor are made up of hard

floor and the side walls are made of loose soil).

structure/rocks as the size of the primary channel is going to be 50 meter depth with 50 meter width.

3.

Flow velocity is variable, more at some places and slow at some places. Erosion is common at the place where the flow velocity is more (Rapid flow of water). Deposition/ settlement of suspended particles with silt formation are more at the place where the flow velocity is less.

Flow velocity is not very much variable in the primary channel. Very minimal difference may be seen between the site where the river feeds the primary channel and the site where it reaches the next feeding site and the flow velocity gradually decreases as it reaches next feeding river.

4.

Silting and erosion is irregular along the course of the river.

More silt depth at the place where the river feeds the primary channel and the silt depth goes on decreases till the primary channel reaches the next feeding river. The water at the site of entry to the primary channel contains the brown water and the water becomes clear by the time it reaches the next feeding river.

2. Change in the place of silt deposition/ distribution.

The place of silt deposition changes with the establishment of RCS. The total deposition of silt decreases at all the water pathway. There is more deposition of silt at the beginning of the primary

channel where the river feeds the primary channel (the total quantity of silt formation is less). The total amount of silt entering the sea decreases.

Utilization of silt for re soiling. Please see the section of advantages of RCS.

Summary of disadvantages:

1) Road sinking / train track sinking.

2) Water stagnation and its harmful effect.

3) Water born diseases.

4) Increase in humidity in poor houses.

5) Silting, rock fall, block for flow in the canal system and others.

10.33. The Steps of National Irrigation project (NIP).Discussing this project with the concerned political, administrative and committed experts in the field of irrigation.

Detailed discussion with the concerned engineers in group and to prepare this manual as a perfect book with division of responsibility.

Preparation of manuals, questionnaire, forms, instruments necessary for the project.

Prepare the office at the centre – infrastructure and the manpower.

Identifying and selecting the people for this project and to group them according to the zonal requirement.

Prepare the office at each zone- infrastructure and the manpower.

Data collection from the taluk, district, state, zone regarding the land details, population, occupation, housing in the electronic and paper form.

Training for the people in groups (as mentioned earlier) for making them perfect in their work.

To begin the coastal survey.

Get the reports from the coastal survey compile it and to give it to the zonal offices.

To begin the river survey at each zone.

Preparation of reports by the zonal office in digital and graphical form mainly on the river survey along with the other following reports by creating different committee (Administrative and Scientific).

The major step that is involved in the process of reticular channel system is the creation of maps with reports in the digital form (the data is collected from the district RCS team and composed at the zonal office).

Map1: We should have a map of India - with “sea level & distances” with land markings at the exact site of all the rivers and tributaries (done by the zonal team itself) and all the seasonal water paths (done by the district RCS committee).

Map2: Maps of the natural rainfall in the past.

Map3: Maps of grain growth in the past.

Map4: Maps of natural availability of water sources like rivers, reservoirs etc

Map5: Maps of economic status of the people living over there.

Map6: Maps of present channels and reservoir systems, which may or may not contain the water.

Map7: Maps of ground water sources.

Zonal team will study the situation in three stages:

Stage 1: Aerospace study by using helicopter - looks in to all the water pathways and classify according to the definition with starting and ending points.

Stage 2: Start the survey → rapids and falls first → Plain River later.

Stage 3: Information collection through Gramapanchayath/ Taluk/ District/ State boards.

Correlate the information given by the district team and if any river or tributary is missing in the survey that has to be surveyed.

From all the zones all these maps and information’s are collected. Based on these studies it is possible to prepare the reticular channel system.

So that, we can create primary channels especially over the areas- where raining is less, economically back ward areas, where the ground water availability is less, where the naturally available sources of water is less.

At the center, zone, state, district, village panchayat level, we may have to establish some of the scientific committee’s to create, maintain, implement these programme. They are explained in the following sections.

Submission of the reports to the central office by the zonal office for compiling.

Report analysis and identifying the points for the primary channel.

Report submission to the zone by the central team with points for creating the primary channel.

Second stage survey for identifying the path of the primary channel in their zone by the zonal team.

To create a small game road in the path of the primary channel identified by the zonal office.

To test for the channel patency by the zonal office and it will be witnessed by the state administration and the central team.

If the channel patency is proper, the work is given for contract/ village panchayat/ district / state administration based on their eligibility to do the work.

Secondary channels are created from the primary channels by the state after taking the permission from the zonal committee comprising of representatives from all the states coming under that zone.

Tertiary channels are created from the secondary channels by the district RCS committee.

Quaternary channels are created from the tertiary channels by the people of the village panchayat agriculture association.

Revenue submission by the village panchayat agriculture association towards RCS to district RCS committee and which in turn pay to the zonal committee which in turn pay to the centre.

When once sufficient fund is raised we can improve the RCS by extending the same to all the nook and corners of the India, if more water dependable agriculture is established the water may be taken from the west flowing rivers by creating the communicating canals between the west flowing river and the primary channel 3.

To create the electronic control system for the RCS. If more telecommunication lines due to more sensors are created in the future in RCS, then we can plan for launching a separate satellite for the purpose of telecommunication in RCS.

Maintaining the RCS in good condition, creation of parks, water games, water parks ect.

To open the colleges and create the university of Hydrology with needed electronic, software, geography, geology, economics, agriculture syllabus and to prepare the graduates with high knowledge and utilize their services for further improvements in RCS and for maintenance of RCS in a useful manner to the nation, society and for the people to make the nation a developed country.

10.34. The national irrigation project-reticular canal system (NIP-RCS) - Administrative committees.

The Different Administrative committees at different levels.

1) Central level.

1. Central level.

Hon. President. President of India.

President. Prime minister of India.

Chairman. President, committee on water resources.

Hon. Secretary1. Central Irrigation minister.

Hon. Secretary2. Central Chief Irrigation engineer.

Secretary. Central irrigation commissioner.

Directors. Different scientific committees (Explained later)

2) Zonal level:

Zonal level:

Hon. President. Chief Minister of the state in which the zonal office

President. Director zonal office.

Hon. Secretary. State irrigation commissioner.

Secretary. Zonal irrigation engineer.

Directors. Different scientific committees. (Explained later).

2) State level.

State level.

Hon. President. Chief Minister.

President. State irrigation minister.

Hon. Secretary. State irrigation commissioner.

Secretary. State chief engineer.

Directors. Different scientific committees. (Explained later).

3) District level.

District level.

Hon. President. District in charge minister.

President. District commissioner.

Hon. Secretary. State irrigation commissioner.

Secretary. Executive engineer.

Directors. Different scientific committees. (Explained later).

4) VPA level.

VPA level.

Hon. President. MLA.

President. VPA President.

Hon. Secretary. Assistant engineer.

Secretary. Active young person (who is able to Monitor & maintain the tertiary canal System).

10.35. NIP- RCS -Scientific committees.Different Scientific committees at different levels.

1)Central - Different scientific committee at state:

A. Air force team: Consists of Irrigation engineer, Hydraulic engineer, Air force officers to assess the water paths by aerial survey, for having aerial view of all the water pathways at the national level and to correlate the information provided by the zonal office.

B. Information composing committee: Consist of Hydraulic engineer, Rain Scientists, Economist, Survey scientist & Map creators, Crop scientist/ Agricultural scientist, Agricultural commissioner to compose the various maps & information available from different states (District – AA).

C. Geography committee: To analyze the Indian geography headed by geography analyzing scientist, his associates and assistants.

D. Geology committee: Consists of Geology scientists, his associates and assistants to study the geological situation at different places and ground water availability.

E. Economist committee: Consists of Economy scientist, his associates and assistants to study the economic up hills / falls in the past, present and to estimate in the future.

F. Engineering committee: Consists of Engineering scientist, his associates, assistants to study the Natural/ Artificial sources of water, its reservoirs, distributing channel system existing.

G. Agricultural committee: Consists of Agriculture scientist, his associates and assistants to analyze the agriculture related events in the past and to formulate the plans for the future at the national level.

2) Zonal team- Different scientific committee at state:

A. Air force team: Consists of Irrigation engineer, Hydraulic engineer, Air force officers to assess the water paths by aerial survey in the zonal level.

B. Information composing committee: consist of Hydraulic engineer, Rain Scientists, Economist, Survey scientist, Map creators, Crop scientists, Agricultural scientist and Agricultural commissioner to compose the various maps & information available from different states and the district.

C. Geography committee: To analyze the geography of the concerned zone, headed by geography analyzing scientist, his associates and assistants.

D. Geology committee: Consists of Geology scientists, his associates and assistants to study the geological situation at different places, ground water availability in their zone.

E. Economist committee: Consists of Economy scientist, his associates and assistants to study the economic up hills / falls in the past, present and to estimate the same in the future in their zone.

F. Engineering committee: Consists of Engineering scientist, his associates, assistants to study the Natural/ Artificial sources of water, its reservoirs, distributing channel system existing in their zone.

G. Agricultural committee: Consists of Agriculture scientist – his associates and assistants to analyze the agriculture related events in the past and to formulate the plans for the future at the zonal level.

3) State - Different scientific committee at state:

Information composing committee.

Geography committee.

Geology committee.

Economist committee.

Engineering committee.

Agricultural committee.

4) District - Different scientific committee at district:

Information composing committee.

Geography committee.

Geology committee.

Economist committee.

Engineering committee.

Agricultural committee

The various committees at district will submit their inference to the state and the state committee submits to the Zonal office and also to the central office for coordination, correction, comparison, assessing, inspecting and planning for taking necessary action.

10.36. Administrative activities.Administrative activities includes,

Identifying suitable persons and appointing them at suitable post/place.

Providing necessary facility for their personal life and for the office and adequate salary.

To get adequate fund for the activities.

To collect the revenue properly, to monitor and maintain it.

To monitor the activities regularly, identify the errors and to correct it.

To decrease the national burden till the nation gets the adequate money, it is better to utilize the present interested government officials for the work even if they are over burdened, if they are not eminent it is better to give them proper training and get the work done, for this all the employs has to develop the love towards the nation, that will indirectly influence the life of the people, who work for it and their children in the form of getting good education, better job opportunity, and good salary and thus good life style.

If a qualified person and/or their opinion are required at some point help may be taken from the necessary person or an appointment is called to fulfill the deficiency.

10.37. Rehabilitation.Rehabilitation in this contest means rehabilitating or replacing the lost material in the process of creation of RCS like the land, house, public property like schools and others. As it is already mentioned there is very minimal rehabilitative process is required in the creation of RCS as it is possible to identify a different route with different level in this system. That is why we need to know the perfect information at the stage of “Data collection before survey” to know who’s land is involved in the process of creation of RCS, whose house is involved, what type of house it is?, what is the cost of the house?, the placement of the schools and public places and others.

An involvement of 2 hectare of land for a farmer with 100 hectare of land with out irrigation is a boon and he will be very happy if the canal goes beside his land even it involve 2 hectare of his land. But for a farmer who has only 2 hectare of land and that is the only property for his life and we consume it for the creation of the RCS then nothing will be there to lead the life for him.

So, in the process of data collection it is very important to collect the accurate and perfect information’s in its original form without any artificial manipulation to decrease the confusion and problems arising at the stage of Rehabilitation and at the stage of creation of RCS. We can consider for the rehabilitative cost for the lands, houses and others and we can prepare the list in the form of

tables. And all the farmers may not be willing to receive the cost of the land and if they want the same area of land it should replaced after the survey gets completed including the land survey. Until the land survey gets over and all the primary channel site/course is identified and the channel patency is conformed no rehabilitation is started and no digging for channels is started.

A rehabilitation fund of Rs.15000,00,00,000- (Fifteen thousand crores) may be kept as the ‘Rehabilitation Fund’ and at the time of land survey it is definitely possible to identify who’s land/ house/ site is coming in the way of primary channel. And no new structures are allowed to construct when once the primary channel course is identified for 500 meters width (250 meters on either the sides of the game road created at the site primary channel for channel patency. The structure involved and the rehabilitative procedure is mentioned in the table.

Sl,No.

Structure involved.

Rehabilitative strategy.

1.

Land

Cost of the land is given.

Same area of the land is given.

2

Site

Cost of the land is given.

Same area of the land is given.

3.

House.

Cost of the house with site is given (House + Site value).

Same area of the site is given with the cost of the house.

No house is constructed and given to the owner.

4

School / public office buildings and others.

The same type of the structure/building is constructed with the same area of the site and given to the same authority.

10.38. Finance for the survey.1. Salary for the employs.

[Sl. No.]

[Designation &

[Salary per month in rupees.]

[Salary for all the teams for 6 years]

Qualification.]

[Number of posts]

[Salary for the team members]

[Salary in rupees for one year for all the posts]

[Salary for one team for 6years]

Central team - One team

[1]

[Honorable secretary- Central chief irrigation engineer.]

[1]

[80000]

[80000]

[960000]

[5760000]

5760000

[2]

[Secretary - Central irrigation commissioner.]

[1]

[80000]

[80000]

[960000]

[5760000]

5760000

[3]

[Director – RCS.]

[1]

[80000]

[80000]

[960000]

[5760000]

5760000

[4]

[Director of Central Hydrology- Hydraulic engineer.]

[80000]

[80000]

[960000]

5760000

[1] [5760000]

[5]

[Assistant Director of central hydrology- Hydraulic engineer.]

[3]

[60000]

[180000]

[2160000]

[12960000]

12960000

[6]

[Director of central agriculture.]

[1]

[80000]

[80000]

[960000]

[5760000]

5760000

[7]

[Assistant director of central agriculture.]

[3]

[60000]

[180000]

[2160000]

[12960000]

12960000

[8]

[Director of central geology-Geologist]

[1]

[80000]

[80000]

[960000]

[5760000]

5760000

[9]

[Assistant director of central geology – geologist.]

[1]

[60000]

[60000]

[720000]

[4320000]

4320000

[10]

[Director of central geography – Geographer.]

[1]

[80000]

[80000]

[960000]

[5760000]

5760000

[11]

[Assistant director of central geography – Geographer.]

[1]

[60000]

[60000]

[720000]

[4320000]

4320000

[12]

[Director of central economics – Economist.]

[1]

[80000]

[80000]

[960000]

[5760000

5760000

[13]

[Assistant director of central economics – Economist.]

[3]

[60000]

[180000]

[2160000]

[12960000]

12960000

[14]

[Director of central RCS computerization – Soft ware engineer.]

[1]

[80000]

[80000]

[960000]

[5760000]

5760000

[15]

[Assistant director of central RCS computerization – Soft ware engineer.]

[3]

[60000]

[180000]

[2160000]

[12960000]

12960000

[16]

[Central Director of RCS survey

[80000]

[80000]

5760000

compiling – soft ware engineer.]

[1]

[960000]

[5760000]

[17]

[Central assistant director of survey compiling – soft ware engineer.]

[3]

[60000]

[180000]

[2160000]

[12960000]

12960000

[18]

[Director central map creation – Map creator.]

[1]

[80000]

[80000]

[960000]

[5760000]

5760000

[19]

[Assistant director central map creation – Map creation.]

[3]

[60000]

[180000]

[2160000]

[12960000]

12960000

[20]

[Rain scientist]

[2]

[80000]

[160000]

[1920000]

[11520000]

11520000

[21]

[Captain Air force]

[1]

[80000]

[80000]

[960000]

[5760000]

5760000

[22]

[Captain Navy]

[80000]

[80000]

5760000

[1] [960000]

[5760000]

[23]

[Captain army]

[1]

[80000]

[80000]

[960000]

[5760000]

5760000

[24]

[Air force officer]

[10]

[30000]

[300000]

[3600000]

[21600000]

21600000

[25]

[Navy officers]

[10]

[30000]

[300000]

[3600000]

[21600000]

21600000

[26]

[Army officers]

[10]

[30000]

[300000]

[3600000]

[21600000]

21600000

[27]

[Accounts officer.]

[3]

[30000]

[90000]

[1080000]

[6480000]

6480000

[28]

[Cashier]

[3]

[30000]

[90000]

[1080000]

[6480000]

6480000

[29] [25000] 3600000

[Store Keeper]

[2]

[50000]

[600000]

[3600000]

[30]

[Office assistants]

[4]

[12000]

[48000]

[576000]

[3456000]

3456000

[31]

[Drivers and security]

[40]

[12000]

[480000]

[5760000]

[34560000]

34560000

Coastal team – Two teams

Staff of the Coastal office.

[1]

[Director for coastal survey]

[1]

[70000]

[70000]

[840000]

[5040000]

10080000

[2]

[Accounts officer- coastal survey team.]

[2]

[25000]

[50000]

[600000]

[3600000]

7200000

[3]

[Cashier – Coastal survey team ]

[25000]

[50000]

7200000

[2] [600000]

[3600000]

[4]

[Clerks]

[2]

[15000]

[30000]

[360000]

[2160000]

4320000

[5]

[Store keeper]

[2]

[15000]

[30000]

[360000]

[2160000]

4320000

New more ship members/ Lakhpath ship members

[6]

[Hydraulic engineer]

[2]

[65000]

[130000]

[1560000]

[9360000]

18720000

[7]

[Computer engineer]

[2]

[65000]

[130000]

[1560000]

[9360000]

18720000

[8]

[Technical assistants]

[5]

[15000]

[75000]

[900000]

[5400000]

10800000

[9] [65000] 9360000

[Ship captain]

[1]

[65000]

[780000]

[4680000]

[10]

[Ship driver]

[2]

[30000]

[60000]

[720000]

[4320000]

8640000

[11]

[Navy officer]

[4]

[30000]

[120000]

[1440000]

[8640000]

17280000

[12]

[Security officer]

[4]

[20000]

[80000]

[960000]

[5760000]

11520000

[13]

[Doctor]

[2]

[50000]

[100000]

[1200000]

[7200000]

14400000

[14]

[Nursing staff]

[2]

[20000]

[40000]

[480000]

[2880000]

5760000

[15]

[Photographer/Videographer]

[2]

[30000]

[60000]

[720000]

[4320000]

8640000

Kanyakumari ship

[16]

[Mechanical engineer]

[2]

[65000]

[130000]

[1560000]

[9360000]

18720000

[17]

[Ship captain]

[1]

[65000]

[65000]

[780000]

[4680000]

9360000

[18]

[Ship driver]

[2]

[30000]

[60000]

[720000]

[4320000]

8640000

[19]

[Navy officer]

[4]

[30000]

[120000]

[1440000]

[8640000]

17280000

[20]

[Security officer]

[4]

[20000]

[80000]

[960000]

[5760000]

11520000

[21]

[Photographer/videographer]

[2]

[30000]

[60000]

[720000]

[4320000]

8640000

Supporting ship

[22]

[Mechanical engineer]

[2]

[65000]

[130000]

[1560000]

[9360000]

18720000

[23]

[Ship captain]

[1]

[65000]

[65000]

[780000]

[4680000]

9360000

[24]

[Ship driver]

[2]

[30000]

[60000]

[720000]

[4320000]

8640000

[25]

[Navy officer]

[4]

[30000]

[120000]

[1440000]

[8640000]

17280000

[26]

[Security officer]

[4]

[20000]

[80000]

[960000]

[5760000]

11520000

[27]

[Photographer/ video grapher]

[2]

[30000]

[60000]

[720000]

[4320000]

8640000

Land marking ship

[28]

[Mechanical engineer]

[2]

[65000]

[130000]

[1560000]

[9360000]

18720000

[29]

[Driller/ fixator - Technical assistant]

[4]

[20000]

[80000]

[960000]

[5760000]

11520000

[30]

[Mesons]

[4]

[15000]

[60000]

[720000]

[4320000]

8640000

[31]

[Ship captain]

[1]

[65000]

[65000]

[780000]

[4680000]

9360000

[32]

[Ship driver]

[2]

[30000]

[60000]

[720000]

[4320000]

8640000

[33]

[Navy officer]

[4]

[30000]

[120000]

[1440000]

[8640000]

17280000

[34]

[Security officer]

[20000]

[80000]

11520000

[4] [960000]

[5760000]

[35]

[Photographer /video grapher]

[2]

[30000]

[60000]

[720000]

[4320000]

8640000

[36]

[Security boat drivers – 2 in each ship for 4 ships]

[8]

[30000]

[240000]

[2880000]

[17280000]

34560000

[37]

[Drivers]

[15]

[20000]

[300000]

[3600000]

[21600000]

43200000

[38]

[Cook]

[4]

[15000]

[60000]

[720000]

[4320000]

8640000

[39]

[Laundry]

[6]

[12000]

[72000]

[864000]

[5184000]

10368000

[40]

[Room boys]

[4]

[10000]

[40000]

[480000]

[2880000]

5760000

Stand by

[41]

[Captain]

[2]

[65000]

[130000]

[1560000]

[9360000]

18720000

[42]

[Ship driver]

[2]

[30000]

[60000]

[720000]

[4320000]

8640000

[43]

[Mechanical engineer]

[2]

[65000]

[130000]

[1560000]

[9360000]

18720000

[44]

[Computer engineer]

[1]

[65000]

[65000]

[780000]

[4680000]

9360000

[45]

[Security boat driver]

[2]

[30000]

[60000]

[720000]

[4320000]

8640000

Zonal teams- Seven teams

Staff of the zonal team

[1]

[Zonal director-

[70000]

[70000]

35280000

Hydraulic engineer]

[1]

[840000]

[5040000]

[2]

[Zonal secretary – Zonal irrigation commissioner]

[1]

[70000]

[70000]

[840000]

[5040000]

35280000

[3]

[Zonal director for Hydrology]

[1]

[70000]

[70000]

[840000]

[5040000]

35280000

[4]

[Zonal assistant director for Hydrology – Hydraulic engineer ]

[1]

[50000]

[50000]

[600000]

[3600000]

25200000

[5]

[Zonal Director for Agriculture ]

[1]

[70000]

[70000]

[840000]

[5040000]

35280000

[6]

[Zonal assistant director for agriculture]

[1]

[50000]

[50000]

[600000]

[3600000]

25200000

[7]

[Zonal Director for Zonal Geography]

[70000]

[70000]

[840000]

35280000

[1] [5040000]

[8]

[Zonal Assistant Director for Zonal Geography]

[1]

[50000]

[50000]

[600000]

[3600000]

25200000

[9]

[Zonal Director for Zonal Geology]

[1]

[70000]

[70000]

[840000]

[5040000]

35280000

[10]

[Zonal Assistant Director for Zonal Geology]

[1]

[50000]

[50000]

[600000]

[3600000]

25200000

[11]

[Zonal Director for Zonal Economics]

[1]

[70000]

[70000]

[840000]

[5040000]

35280000

[12]

[Zonal Assistant Director for Zonal Economics]

[1]

[50000]

[50000]

[600000]

[3600000]

25200000

[13]

[Agriculture scientists ]

[2]

[70000]

[140000]

[1680000]

[10080000]

70560000

[14]

[Zonal Director for

[70000] 35280000

Zonal land survey]

[1]

[70000]

[840000]

[5040000]

[15]

[Zonal Assistant Director for Zonal land survey]

[3]

[50000]

[150000]

[1800000]

[10800000]

75600000

[16]

[Zonal Director for Zonal RCS computerization - Soft ware engineer]

[1]

[70000]

[70000]

[840000]

[5040000]

35280000

[17]

[Zonal Assistant Director for Zonal RCS computerization - Soft ware engineer]

[3]

[50000]

[150000]

[1800000]

[10800000]

75600000

[18]

[Zonal Director for Information compiling – Soft ware engineer]

[1]

[70000]

[70000]

[840000]

[5040000]

35280000

[19]

[Zonal Assistant Director for Information compiling – Soft ware engineer]

[50000]

[150000]

[1800000]

[10800000]

75600000

[3]

[20]

[Zonal Director for Map creation– Soft ware engineer]

[1]

[70000]

[70000]

[840000]

[5040000]

35280000

[21]

[Zonal Assistant Director for Map creation– Soft ware engineer]

[3]

[50000]

[150000]

[1800000]

[10800000]

75600000

[22]

[Zonal captain- Air force]

[1]

[70000]

[70000]

[840000]

[5040000]

35280000

[23]

[Air force troop]

[30]

[25000]

[750000]

[9000000]

[54000000]

378000000

[24]

[Zonal captain- Navy]

[1]

[70000]

[70000]

[840000]

[5040000]

35280000

[25]

[Navy troop]

[30]

[25000]

[750000]

[9000000]

[54000000]

378000000

[26] [70000] 35280000

[Zonal captain- Army]

[1]

[70000]

[840000]

[5040000]

[27]

[Army troop]

[30]

[25000]

[750000]

[9000000]

[54000000]

378000000

[28]

[Accounts officer]

[3]

[25000]

[75000]

[900000]

[5400000]

37800000

[29]

[Cashier]

[3]

[25000]

[75000]

[900000]

[5400000]

37800000

[30]

[Clerks ]

[4]

[15000]

[60000]

[720000]

[4320000]

30240000

[31]

[Office assistants]

[4]

[12000]

[48000]

[576000]

[3456000]

24192000

[32]

[Store keepers]

[4]

[25000]

[100000]

[1200000]

[7200000]

50400000

[33]

[Drivers ]

[24]

[12000]

[288000]

[3456000]

[20736000]

145152000

[35]

[Mess]

[5]

[15000]

[75000]

[900000]

[5400000]

37800000

[36]

[Room boys]

[5]

[10000]

[50000]

[600000]

[3600000]

25200000

Falls and Rapid survey team

[37]

[Zonal FRS director – Hydraulic engineer]

[1]

[70000]

[70000]

[840000]

[5040000]

35280000

[38]

[Zonal FRS Mechanical engineer]

[2]

[65000]

[130000]

[1560000]

[9360000]

65520000

[39]

[Zonal FRS computer engineer]

[3]

[65000]

[195000]

[2340000]

[14040000]

98280000

[40] [25000] 378000000

[Zonal FRS Technical assistant – Army]

[30]

[750000]

[9000000]

[54000000]

[41]

[Zonal FRS Technical assistant –Navy]

[15]

[25000]

[375000]

[4500000]

[27000000]

189000000

[42]

[Zonal FRS Mesons]

[10]

[15000]

[150000]

[1800000]

[10800000]

75600000

[43]

[Zonal FRS Photographers]

[4]

[30000]

[120000]

[1440000]

[8640000]

60480000

[44]

[Zonal FRS Doctors]

[4]

[50000]

[200000]

[2400000]

[14400000]

100800000

[45]

[Zonal FRS Nursing staff]

[3]

[20000]

[60000]

[720000]

[4320000]

30240000

[46]

[Zonal FRS Laboratory assistant]

[20000]

[40000]

[480000]

20160000

[2] [2880000]

[47]

[Zonal FRS Drivers]

[12]

[12000]

[144000]

[1728000]

[10368000]

72576000

[48]

[Zonal FRS Cook]

[6]

[15000]

[90000]

[1080000]

[6480000]

45360000

[49]

[Zonal FRS Laundry & Room boys]

[10]

[10000]

[100000]

[1200000]

[7200000]

50400000

Plain river survey team

[50]

[Zonal PRS director]

[1]

[70000]

[70000]

[840000]

[5040000]

35280000

Hill side boat

[51]

[Zonal PRS Mechanical engineer]

[2]

[65000]

[130000]

[1560000]

[9360000]

65520000

[52]

[Zonal PRS computer

[65000]

[130000]

65520000

engineer]

[2]

[1560000]

[9360000]

[53]

[Zonal PRS technical assistants]

[2]

[25000]

[50000]

[600000]

[3600000]

25200000

[54]

[Zonal PRS Photographer]

[2]

[30000]

[60000]

[720000]

[4320000]

30240000

[55]

[Zonal PRS Navy officer]

[4]

[25000]

[100000]

[1200000]

[7200000]

50400000

[56]

[Boat security]

[2]

[20000]

[40000]

[480000]

[2880000]

20160000

Sea side boat

[57]

[Zonal PRS Mechanical engineer]

[2]

[65000]

[130000]

[1560000]

[9360000]

65520000

[58]

[Zonal PRS computer engineer]

[65000]

[130000]

65520000

[2] [1560000]

[9360000]

[59]

[Zonal PRS technical assistants]

[2]

[25000]

[50000]

[600000]

[3600000]

25200000

[60]

[Zonal PRS Photographer]

[2]

[30000]

[60000]

[720000]

[4320000]

30240000

[61]

[Zonal PRS Navy officer]

[4]

[25000]

[100000]

[1200000]

[7200000]

50400000

[62]

[Boat security]

[2]

[20000]

[40000]

[480000]

[2880000]

20160000

Supporting boat

[63]

[Zonal PRS Hydraulic engineer]

[2]

[65000]

[130000]

[1560000]

[9360000]

65520000

[64]

[Zonal PRS Agriculture officer]

[65000]

[130000]

[1560000]

65520000

[2] [9360000]

[65]

[Zonal PRS Photographer]

[2]

[30000]

[60000]

[720000]

[4320000]

30240000

[66]

[Zonal PRS Navy officer]

[4]

[25000]

[100000]

[1200000]

[7200000]

50400000

[67]

[Zonal PRS boat security]

[2]

[20000]

[40000]

[480000]

[2880000]

20160000

River scanner boat

[68]

[Zonal PRS Sonology engineer]

[2]

[65000]

[130000]

[1560000]

[9360000]

65520000

[69]

[Zonal PRS Hydraulic engineer]

[2]

[65000]

[130000]

[1560000]

[9360000]

65520000

[70]

[Zonal PRS Technical assistants]

[2]

[25000]

[50000]

[600000]

[3600000]

25200000

[71]

[Zonal PRS Photographer]

[2]

[30000]

[60000]

[720000]

[4320000]

30240000

[72]

[Zonal PRS Navy officer]

[4]

[25000]

[100000]

[1200000]

[7200000]

50400000

[73]

[Zonal PRS boat security]

[2]

[20000]

[40000]

[480000]

[2880000]

20160000

Land marking boat

[74]

[Zonal PRS Mechanical engineer]

[2]

[65000]

[130000]

[1560000]

[9360000]

65520000

[76]

[Zonal PRS Technical assistant]

[4]

[25000]

[100000]

[1200000]

[7200000]

50400000

[77]

[Zonal PRS Mesons]

[10]

[15000]

[150000]

[1800000]

[10800000]

75600000

[78] [30000] 30240000

[Zonal PRS Photographer]

[2]

[60000]

[720000]

[4320000]

[79]

[Zonal PRS Navy officer]

[4]

[25000]

[100000]

[1200000]

[7200000]

50400000

[80]

[Zonal PRS boat security]

[2]

[20000]

[40000]

[480000]

[2880000]

20160000

Security boats – Five boats

[81]

[Zonal PRS Navy officer-4 per boat]

[20]

[25000]

[500000]

[6000000]

[36000000]

252000000

[82]

[Zonal PRS navy security officer- 4 per boat]

[20]

[20000]

[400000]

[4800000]

[28800000]

201600000

[83]

[Zonal PRS Doctors-one per boat]

[5]

[50000]

[250000]

[3000000]

[18000000]

126000000

[84]

[Zonal PRS Nursing staff-two per boat]

[20000]

[200000]

100800000

[10] [2400000]

[14400000]

Vehicle, mess, lodging.

[85]

[Drivers]

[20]

[12000]

[240000]

[2880000]

[17280000]

120960000

[86]

[Mess workers]

[10]

[15000]

[150000]

[1800000]

[10800000]

75600000

[87]

[Dhobi and room boys ]

[15]

[10000]

[150000]

[1800000]

[10800000]

75600000

Stand by

[88]

[Navy officer]

[4]

[25000]

[100000]

[1200000]

[7200000]

50400000

[89]

[Mechanical engineer]

[2]

[65000]

[130000]

[1560000]

[9360000]

65520000

[90]

[Hydraulic engineer]

[65000]

[65000]

32760000

[1] [780000]

[4680000]

[91]

[Photographer]

[2]

[30000]

[60000]

[720000]

[4320000]

30240000

Total salary

[-]

[20370000]

[244440000]

[1466640000]

7063344000

[Sl.No.]

[Designation & Qualification.]

[Number of posts]

[Salary per month in rupees.]

[[Salary f]or the team ]members per month]

[Salary in rupees for one year for all the posts]

[Salary for one team for 6years]

[Salary for all the teams for 6 years is seven hundred and six crore, thirty three lakhs and forty four thousands.]

Salary for all the teams for 6 years is Rupees 7063344000 (seven hundred and six crore, thirty three lakhs and forty four thousands).

2. Cost of the Central, coastal, zonal office building.

Area calculation for all the buildings.

Sl. no.

Office name.

[Dimension of each room in feet]

[Area of each room in square feet]

[Number of Rooms]

[Total area of the rooms in square feet for one team.]

Total area of the rooms in square feet for all the teams.

Central offices – One set

1.

Honorable President

[60*40]

[2400]

[1]

[2400]

2400

2.

President

[60*40]

[2400]

[1]

2400

[2400]

3.

Chairman

[60*40]

[240]

[1]

[2400]

2400

4.

Honorable Secretary1

[60*40]

[2400]

[1]

[2400]

2400

5.

Honorable Secretary 2

[60*40]

[2400]

[1]

[2400]

2400

6.

Office of the Hon. Secretary

[60*40]

[2400]

[1]

[2400]

2400

7.

Secretary

[60*40]

[2400]

[1]

[2400]

2400

8.

Office of the secretary

[60*40]

[2400]

[1]

[2400]

2400

9.

Director RCS

[60*40]

[2400]

2400

[1]

[2400]

10.

Office of the director RCS

[60*40]

[2400]

[1]

[2400]

2400

11.

Director central hydrology

[30*40]

[1200]

[1]

[1200]

1200

12.

Assistant director central hydrology

[30*40]

[1200]

[3]

[3600]

3600

13.

Office of the central hydrology director

[60*40]

[2400]

[1]

[2400]

2400

14.

Director central agriculture

[30*40]

[1200]

[1]

[1200]

1200

15.

Assistant director of central agriculture

[30*40]

[1200]

[3]

[3600]

3600

16. [60*40] 2400

Office of the central agriculture director

[2400]

[1]

[2400]

17.

Director central Geology

[30*40]

[1200]

[1]

[1200]

1200

18.

Assistant director central Geology

[30*40]

[1200]

[1]

[1200]

1200

19.

Office of the central geology

[60*40]

[2400]

[1]

[2400]

2400

20.

Director central Geography

[30*40]

[1200]

[1]

[1200]

1200

21.

Assistant director central Geography

[30*40]

[1200]

[1]

[1200]

1200

22.

Office of the central geography

[60*40]

[2400]

[1]

[2400]

2400

23.

Director central economics

[30*40]

[1200]

[1]

[1200]

1200

24.

Assistant director central economics

[30*40]

[1200]

[3]

[3600]

3600

25.

Office of the central economics

[60*40]

[2400]

[1]

[2400]

2400

26.

Director central computerization

[30*40]

[1200]

[1]

[1200]

1200

27.

Assistant director central computerization

[30*40]

[1200]

[3]

[3600]

3600

28.

Office of the central computerization

[60*40]

[2400]

[1]

[2400]

2400

29.

Director central Survey compiling

[30*40]

[1200]

[1]

1200

[1200]

30.

Assistant director central Survey compiling

[30*40]

[1200]

[10]

[12000]

12000

31.

Office of the central Survey compiling

[60*40]

[2400]

[1]

[2400]

2400

32.

Director central Map creation

[30*40]

[1200]

[1]

[1200]

1200

33.

Assistant director central Map creation

[30*40]

[1200]

[3]

[3600]

3600

34.

Office of the central Map creation

[60*40]

[2400]

[1]

[2400]

2400

35.

Director Central rain scientist

[30*40]

[1200]

[1]

[1200]

1200

36.

Assistant Director Central

[30*40]

[1200]

1200

rain scientist [1]

[1200]

37.

Office of the Rain study

[60*40]

[2400]

[1]

[2400]

2400

38.

Captain – Central RCS Air force

[30*40]

[1200]

[1]

[1200]

1200

39.

Office - Central RCS Air force

[60*40]

[2400]

[1]

[2400]

2400

40.

Captain – Central RCS Navy

[30*40]

[1200]

[1]

[1200]

1200

41.

Office - Central RCS Navy

[60*40]

[2400]

[1]

[2400]

2400

42.

Captain – Central RCS Army

[30*40]

[1200]

[1]

[1200]

1200

43. [60*40] 2400

Office - Central RCS Army

[2400]

[1]

[2400]

44.

Accounts office

[60*40]

[2400]

[2]

[4800]

4800

45.

Cash section

[60*40]

[2400]

[2]

[4800]

4800

46.

Store office

[60*40]

[2400]

[1]

[2400]

2400

47.

Stores

[120*40]

[4800]

[1]

[4800]

4800

48.

Meeting hall

[120*40]

[4800]

[3]

[14400]

14400

49.

Kitchen, dining hall

[120*40]

[4800]

[1]

[4800]

4800

50.

Electronic control unit

[120*40]

[4800]

[1]

[4800]

4800

51.

Library

[120*40]

[4800]

[1]

[4800]

4800

52.

Recreation

[120*200]

[24000]

[1]

[24000]

24000

53.

Vehicle parking

[120*200]

[24000]

[1]

[24000]

24000

Total area for Central offices – One set = 150000 SFT (one lakh fifty thousand SFT)

Coastal survey offices – 2 sets.

1.

President

[60*40]

[2400]

[1]

[2400]

4800

2. [60*40] 4800

Director [2400]

[1]

[2400]

3.

Account section

[60*40]

[2400]

[2]

[4800]

9600

4.

Cash section

[60*40]

[2400]

[2]

[4800]

9600

5.

Clerical office

[60*40]

[2400]

[1]

[2400]

4800

6.

Director Hydrology

[60*40]

[2400]

[1]

[2400]

4800

7.

Director Computerization

[60*40]

[2400]

[1]

[2400]

4800

8.

Director Mechanical section

[60*40]

[2400]

[1]

[2400]

4800

9.

Director- Air force

[30*40]

[1200]

[1]

[1200]

2400

10.

Director - Navy

[30*40]

[1200]

[1]

[1200]

2400

11.

Hospital

[100*120]

[12000]

[1]

[12000]

24000

12.

Store office

[60*40]

[2400]

[1]

[2400]

4800

13.

Stores

[120*40]

[4800]

[1]

[4800]

9600

14.

Meeting halls

[120*40]

[4800]

[1]

[4800]

9600

15.

Dining & Kitchen

[120*40]

[4800]

9600

[1]

[4800]

16.

Library

[120*40]

[4800]

[1]

[4800]

9600

17.

Recreation

[120*200]

[24000]

[1]

[24000]

48000

18.

Vehicle parking

[120*200]

[24000]

[1]

[24000]

48000

Total area for Coastal survey offices – 2 sets = 216000 SFT (Two lakhs sixteen thousand SFT).

Zonal offices – seven sets

1.

Zonal director

[60*40]

[2400]

[1]

[2400]

16800

2.

Office of the zonal director

[60*40]

[2400]

16800

[1]

[2400]

3.

Zonal secretary

[60*40]

[2400]

[1]

[2400]

16800

4.

Office of the zonal secretary

[60*40]

[2400]

[1]

[2400]

16800

5.

Zonal director for Hydrology

[30*40]

[1200]

[1]

[1200]

8400

6.

Zonal assistant director for Hydrology

[30*40]

[1200]

[1]

[1200]

8400

7.

Office of the zonal hydrology

[60*40]

[2400]

[1]

[2400]

16800

8.

Zonal director for Agriculture

[30*40]

[1200]

[1]

[1200]

8400

9. [30*40] 8400

Zonal assistant director for Agriculture

[1200]

[1]

[1200]

10.

Zonal agriculture office

[60*40]

[2400]

[1]

[2400]

16800

11.

Zonal director for Geography

[30*40]

[1200]

[1]

[1200]

8400

12.

Zonal assistant director for Geography

[30*40]

[1200]

[1]

[1200]

8400

13.

Zonal geography office

[60*40]

[2400]

[1]

[2400]

16800

14.

Zonal director for Geology

[30*40]

[1200]

[1]

[1200]

8400

15.

Zonal assistant director for Geology

[30*40]

[1200]

[1]

[1200]

8400

16.

Zonal geology office

[60*40]

[2400]

[1]

[2400]

16800

17.

Zonal director for economics

[30*40]

[1200]

[1]

[1200]

8400

18.

Zonal assistant director for economics

[30*40]

[1200]

[1]

[1200]

8400

19.

Zonal economics office

[60*40]

[2400]

[1]

[2400]

16800

20.

Zonal agricultural scientist1

[60*40]

[2400]

[1]

[2400]

16800

21.

Zonal agricultural scientist2

[60*40]

[2400]

[1]

[2400]

16800

22.

Zonal director for Land survey

[30*40]

[1200]

[1]

8400

[1200]

23.

Zonal assistant director for Land survey

[30*40]

[1200]

[3]

[3600]

25200

24.

Zonal Land survey office

[60*40]

[240]

[2]

[4800]

33600

25.

Zonal director for RCS computerization

[30*40]

[1200]

[1]

[1200]

8400

26.

Zonal assistant director for RCS computerization

[30*40]

[1200]

[3]

[3600]

25200

27.

Zonal RCS computerization office

[60*40]

[2400]

[4]

[9600]

67200

28.

Zonal director for Information compiling

[30*40]

[1200]

[1]

[1200]

8400

29.

Zonal assistant director for

[30*40]

[1200]

25200

Information compiling

[3]

[3600]

30.

Zonal Information compiling office

[60*40]

[2400]

[4]

[9600]

67200

31.

Zonal director for Map creation

[30*40]

[1200]

[1]

[1200]

8400

32.

Zonal assistant director for Map creation

[30*40]

[1200]

[3]

[3600]

25200

33.

Zonal Map creation office

[60*40]

[2400]

[4]

[9600]

67200

34.

Zonal captain – Air force

[30*40]

[1200]

[1]

[1200]

8400

35.

Zonal office – Air force

[60*40]

[2400]

[1]

[2400]

16800

36. [30*40] 8400

Zonal captain – Navy

[1200]

[1]

[1200]

37.

Zonal office – Navy

[60*40]

[2400]

[1]

[2400]

16800

38.

Zonal captain – Army

[30*40]

[1200]

[1]

[1200]

8400

39.

Zonal office – Army

[60*40]

[2400]

[1]

[2400]

16800

40.

Accounts section

[60*40]

[2400]

[2]

[4800]

33600

41.

Cash section

[60*40]

[2400]

[2]

[4800]

33600

42.

Clerical section

[60*40]

[2400]

[2]

[4800]

33600

43.

Office of the stores

[60*40]

[2400]

[2]

[4800]

33600

44.

Stores

[120*40]

[4800]

[2]

[9600]

67200

45.

Dining & Kitchen

[120*40]

[4800]

[1]

[4800]

33600

46.

Meeting hall

[120*40]

[4800]

[3]

[14400]

100800

Offices of the FRS

47.

Zonal Director FRS

[30*40]

[1200]

[1]

[1200]

84000

48.

Office of the zonal director FRS

[30*40]

[1200]

[1]

[1200]

8400

49.

FRS Office of the Mechanical section

[60*40]

[2400]

[3]

[7200]

50400

50.

FRS Offices of the computer section

[60*40]

[2400]

[3]

[7200]

50400

Offices of the PRS

51.

Zonal Director PRS

[30*40]

[1200]

[1]

[1200]

8400

52.

PRS Office of the zonal director PRS

[60*40]

[2400]

[1]

[2400]

16800

53.

PRS Office of Hydrology

[30*40]

[1200]

[3]

[3600]

25200

54.

PRS Office of Mechanical engineering

[60*40]

[2400]

[3]

[7200]

50400

55. [60*40] 50400

PRS Office of computer section

[2400]

[3]

[7200]

56.

PRS office of Sonology

[60*40]

[2400]

[2]

[4800]

33600

Others

57.

Zonal Photography section

[120*40]

[4800]

[1]

[4800]

33600

58.

Zonal Hospital

[100*120]

[12000]

[1]

[12000]

84000

59.

Library

[120*40]

[4800]

[1]

[4800]

33600

60.

Recreation

[120*200]

[24000]

[1]

[24000]

168000

61.

Vehicle Parking

[120*200]

[24000]

[1]

[24000]

168000

Total area for Zonal offices – seven sets = 1915200 SFT (Nineteen lakhs, fifteen thousand, two hundered SFT)

Total: [Total area for Central offices – One set = 150000 SFT]+[ Total area for Coastal survey offices – 2 sets = 216000 SFT]+[ Total area for Zonal offices – seven sets = 1915200 SFT]

[-]

[-]

[-]

[-]

22,81,200. Twenty two lakhs, eighty one thousand, two hundred. [22812 squares]

Sl.no.

Office name.

[Dimension of each room in feet]

[Area of each room in square feet]

Number of Rooms

Total area of the rooms in square feet for

Total area of the rooms in square feet for all the teams.

one team.

At the rate of one lakh per square of building.

[-]

[-]

[20% of the area is added for corridor = 456240 SFT]

[4562 square of corridor]

2737440 SFT [27374squares building] costs Rupees 2737440000.(Two hundred and seventy three crores, seventy four lakhs, forty thousands)

If the cost of the 100 square foot building is Rs.100000.

Then the cost of the 27374 square building becomes Rs. 2737440000(Rupees Two hundred and seventy three crores, seventy four lakhs, forty thousands))

3. Cost of the Central, coastal, zonal office Infrastructure:

Sl.no.

Office name.

[No. Rooms]

[Cost of the Infrastructure per room in rupees]

[Total cost by all the rooms in rupees for

Total cost by all the rooms in rupees for all the teams.

one set.]

Central offices – One set

1.

Honorable President

[1]

[200000]

[200000]

200000

2.

President

[1]

[200000]

[200000]

200000

3.

Chairman

[1]

[200000]

[200000]

200000

4.

Honorable Secretary1

[1]

[200000]

[200000]

200000

5.

Honorable Secretary 2

[1]

[200000]

[200000]

200000

6.

Office of the Hon. Secretary

[1]

[200000]

[200000]

200000

7.

Secretary

[200000]

[200000]

200000

[1]

8.

Office of the secretary

[1]

[200000]

[200000]

200000

9.

Director RCS

[1]

[200000]

[200000]

200000

10.

Office of the director RCS

[1]

[200000]

[200000]

200000

11.

Director central hydrology

[1]

[150000]

[150000]

150000

12.

Assistant director central hydrology

[3]

[150000]

[450000]

450000

13.

Office of the central hydrology director

[1]

[150000]

[150000]

150000

14.

Director central agriculture

[1]

[150000]

[150000]

150000

15.

Assistant director of

[150000] 450000

central agriculture

[3]

[450000]

16.

Office of the central agriculture director

[1]

[150000]

[150000]

150000

17.

Director central Geology

[1]

[150000]

[150000]

150000

18.

Assistant director central Geology

[1]

[150000]

[150000]

150000

19.

Office of the central geology

[1]

[150000]

[150000]

150000

20.

Director central Geography

[1]

[150000]

[150000]

150000

21.

Assistant director central Geography

[1]

[150000]

[150000]

150000

22.

Office of the central geography

[1]

[150000]

[150000]

150000

23.

Director central economics

[1]

[150000]

[150000]

150000

24.

Assistant director central economics

[3]

[150000]

[450000]

450000

25.

Office of the central economics

[1]

[150000]

[150000]

150000

26.

Director central computerization

[1]

[150000]

[150000]

150000

27.

Assistant director central computerization

[3]

[150000]

[450000]

450000

28.

Office of the central computerization

[1]

[150000]

[150000]

150000

29.

Director central Survey compiling

[1]

[150000]

[150000]

150000

30. [150000] 750000

Assistant director central Survey compiling

[5]

[750000]

31.

Office of the central Survey compiling

[1]

[150000]

[150000]

150000

32.

Director central Map creation

[1]

[150000]

[150000]

150000

33.

Assistant director central Map creation

[3]

[150000]

[450000]

450000

34.

Office of the central Map creation

[1]

[150000]

[150000]

150000

35.

Director Central rain scientist

[1]

[150000]

[150000]

150000

36.

Assistant Director Central rain scientist

[1]

[150000]

[150000]

150000

37.

Office of the Rain study

[150000]

[150000]

150000

[1]

38.

Captain – Central RCS Air force

[1]

[150000]

[150000]

150000

39.

Office - Central RCS Air force

[1]

[150000]

[150000]

150000

40.

Captain – Central RCS Navy

[1]

[150000]

[150000]

150000

41.

Office - Central RCS Navy

[1]

[150000]

[150000]

150000

42.

Captain – Central RCS Army

[1]

[150000]

[150000]

150000

43.

Office - Central RCS Army

[1]

[150000]

[150000]

150000

44.

Accounts office

[2]

[150000]

[300000]

300000

45. [150000] 300000

Cash section

[2]

[300000]

46.

Store office

[1]

[150000]

[150000]

150000

47.

Stores

[1]

[150000]

[150000]

150000

48.

Meeting hall

[3]

[300000]

[900000]

900000

49.

Kitchen, dining hall

[1]

[300000]

[300000]

300000

50.

Electronic control unit

[1]

[300000]

[300000]

300000

51.

Library

[1]

[300000]

[300000]

300000

52.

Recreation

[1]

[300000]

[300000]

300000

53.

Vehicle parking

[1]

54. [20000000] 20000000

Central AC

[1]

[20000000]

Coastal survey offices – 2 sets.

1.

President

[1]

[200000]

[200000]

400000

2.

Director

[1]

[200000]

[200000]

400000

3.

Account section

[2]

[150000]

[300000]

600000

4.

Cash section

[2]

[150000]

[300000]

600000

5.

Clerical office

[1]

[150000]

[150000]

300000

6.

Director Hydrology

[1]

[150000]

[150000]

300000

7.

Director Computerization

[1]

[150000]

[150000]

300000

8. [150000] 300000

Director Mechanical section

[1]

[150000]

9.

Director- Air force

[1]

[150000]

[150000]

300000

10.

Director - Navy

[1]

[150000]

[150000]

300000

11.

Hospital

[1]

[5000000]

[5000000]

10000000

12.

Store office

[1]

[150000]

[150000]

300000

13.

Stores

[1]

[150000]

[150000]

300000

14.

Meeting halls

[1]

[300000]

[300000]

600000

15.

Dining & Kitchen

[1]

[300000]

[300000]

600000

16.

Library

[1]

[300000]

[300000]

600000

17. [300000] 600000

Recreation

[1]

[300000]

18.

Vehicle parking

[1]

[0000000]

[0000000]

0000000

19.

Central AC

[1]

[20000000]

[20000000]

40000000

Zonal offices – seven sets

1.

Zonal director

[1]

[200000]

[200000]

1400000

2.

Office of the zonal director

[1]

[150000]

[150000]

1050000

3.

Zonal secretary

[1]

[150000]

[150000]

1050000

4.

Office of the zonal secretary

[1]

[150000]

[150000]

1050000

5.

Zonal director for Hydrology

[150000]

[150000]

1050000

[1]

6.

Zonal assistant director for Hydrology

[1]

[150000]

[150000]

1050000

7.

Office of the zonal hydrology

[1]

[150000]

[150000]

1050000

8.

Zonal director for Agriculture

[1]

[150000]

[150000]

1050000

9.

Zonal assistant director for Agriculture

[1]

[150000]

[150000]

1050000

10.

Zonal agriculture office

[1]

[150000]

[150000]

1050000

11.

Zonal director for Geography

[1]

[150000]

[150000]

1050000

12.

Zonal assistant director for Geography

[150000]

[150000]

1050000

[1]

13.

Zonal geography office

[1]

[150000]

[150000]

1050000

14.

Zonal director for Geology

[1]

[150000]

[150000]

1050000

15.

Zonal assistant director for Geology

[1]

[150000]

[150000]

1050000

16.

Zonal geology office

[1]

[150000]

[150000]

1050000

17.

Zonal director for economics

[1]

[150000]

[150000]

1050000

18.

Zonal assistant director for economics

[1]

[150000]

[150000]

1050000

19.

Zonal economics office

[1]

[150000]

[150000]

1050000

20. [150000] 1050000

Zonal agricultural scientist1

[1]

[150000]

21.

Zonal agricultural scientist2

[1]

[150000]

[150000]

1050000

22.

Zonal director for Land survey

[1]

[150000]

[150000]

1050000

23.

Zonal assistant director for Land survey

[3]

[150000]

[450000]

3150000

24.

Zonal Land survey office

[2]

[150000]

[300000]

2100000

25.

Zonal director for RCS computerization

[1]

[150000]

[150000]

1050000

27.

Zonal assistant director for RCS computerization

[3]

[150000]

[450000]

3150000

28.

Zonal RCS

[150000] 4200000

computerization office

[4]

[600000]

29.

Zonal director for Information compiling

[1]

[150000]

[150000]

1050000

30.

Zonal assistant director for Information compiling

[3]

[150000]

[450000]

3150000

31.

Zonal Information compiling office

[4]

[150000]

[600000]

4200000

32.

Zonal director for Map creation

[1]

[150000]

[150000]

1050000

33.

Zonal assistant director for Map creation

[3]

[150000]

[450000]

3150000

34.

Zonal Map creation office

[4]

[150000]

[600000]

4200000

35. [150000] 1050000

Zonal captain – Air force

[1]

[150000]

36.

Zonal office – Air force

[1]

[150000]

[150000]

1050000

37.

Zonal captain – Navy

[1]

[150000]

[150000]

1050000

38.

Zonal office – Navy

[1]

[150000]

[150000]

1050000

39.

Zonal captain – Army

[1]

[150000]

[150000]

1050000

40.

Zonal office – Army

[1]

[150000]

[150000]

1050000

41.

Accounts section

[2]

[150000]

[300000]

2100000

42.

Cash section

[2]

[150000]

[300000]

2100000

43.

Clerical section

[150000]

[300000]

2100000

[2]

44.

Office of the stores

[2]

[150000]

[300000]

2100000

45.

Stores

[2]

[150000]

[300000]

2100000

46.

Dining & Kitchen

[1]

[300000]

[300000]

2100000

47.

Meeting hall

[3]

[300000]

[900000]

6300000

Offices of the FRS

48.

Zonal Director FRS

[1]

[150000]

[150000]

1050000

49.

Office of the zonal director FRS

[1]

[150000]

[150000]

1050000

50.

FRS Office of the Mechanical section

[3]

[150000]

[450000]

3150000

51.

FRS Offices of the computer section

[150000]

[450000]

3150000

[3]

Offices of the PRS

52.

Zonal Director PRS

[1]

[150000]

[150000]

1050000

53.

PRS Office of the zonal director PRS

[1]

[150000]

[150000]

1050000

54.

PRS Office of Hydrology

[3]

[150000]

[450000]

3150000

55.

PRS Office of Mechanical engineering

[3]

[150000]

[450000]

3150000

56.

PRS Office of computer section

[3]

[150000]

[450000]

3150000

57.

PRS office of Sonology

[2]

[150000]

[300000]

2100000

Others

58.

Zonal Photography section

[10000000]

[10000000]

70000000

[1]

59.

Zonal Hospital

[1]

[5000000]

[5000000]

35000000

60.

Library

[1]

[300000]

[300000]

2100000

61.

Recreation

[1]

[300000]

[300000]

2100000

62.

Vehicle Parking

[1]

63.

Central AC

[1]

[20000000]

[20000000]

140000000

Total.

[-]

[110500000]

439200000

Sl.no.

Office name.

[No. Rooms]

[Cost of the Infrastructure per room in rupees]

[Total cost by all the rooms in rupees for one set.]

Total cost for all the rooms in rupees for all the teams is forty three crores, ninety two lakhs.

Total cost of the Central, coastal, zonal office Infrastructure for all the rooms for all the teams in rupees is 439200000 (forty three crore, ninety two lakhs).

4. Cost of the Instruments used in the project:

Number of Computers, lap tops, plasma monitors used in the project:

Sl.No.

Office name.

[No. Rooms]

[One team computer][All team computer]

[One team laptop][All team laptop]

[One team plasma monitor] [All team plasma monitor]

Central offices – One set

1.

Honorable President

[1]

[1][1]

[-][-]

[-][-]

2.

President

[1]

[1][1]

[-][-]

[-][-]

3.

Chairman

[1]

[1][1]

[-][-]

[-][-]

4.

Honorable Secretary1

[1]

[1][1]

[-][-]

[-][-]

5.

Honorable Secretary 2

[1][1]

[1][1]

[1] [1][1]

6.

Office of the Hon. Secretary

[1]

[2][2]

[-][-]

[-][-]

7.

Secretary

[1]

[1][1]

[1][1]

[-][-]

8.

Office of the secretary

[1]

[2][2]

[-][-]

[-][-]

9.

Director RCS

[1]

[1][1]

[1][1]

[1][1]

10.

Office of the director RCS

[1]

[2][2]

[-][-]

[-][-]

11.

Director central hydrology

[1]

[1][1]

[1][1]

[1][1]

12.

Assistant director central hydrology

[3]

[3][3]

[-][-]

[-][-]

13.

Office of the central hydrology director

[2]

[2][2]

[-][-]

[-][-]

14. [1][1]

Director central agriculture

[1]

[1][1]

[-][-]

15.

Assistant director of central agriculture

[3]

[1][1]

[-][-]

[-][-]

16.

Office of the central agriculture director

[1]

[2][2]

[-][-]

[-][-]

17.

Director central Geology

[1]

[1][1]

[1][1]

[-][-]

18.

Assistant director central Geology

[1]

[1][1]

[-][-]

[-][-]

19.

Office of the central geology

[1]

[2][2]

[-][-]

[-][-]

20.

Director central Geography

[1]

[1][1]

[1][1]

[-][-]

21.

Assistant director central Geography

[1]

[1][1]

[-][-]

[-][-]

22. [2][2]

Office of the central geography

[1]

[-][-]

[-][-]

23.

Director central economics

[1]

[1][1]

[1][1]

[-][-]

24.

Assistant director central economics

[3]

[3][3]

[-][-]

[-][-]

25.

Office of the central economics

[1]

[2][2]

[-][-]

[-][-]

26.

Director central computerization

[1]

[1][1]

[1][1]

[1][1]

27.

Assistant director central computerization

[3]

[3][3]

[-][-]

[-][-]

28.

Office of the central computerization

[1]

[10][10]

[-][-]

[4][4]

29.

Director central Survey compiling

[1]

[1][1]

[1][1]

[1][1]

30.

Assistant director central Survey compiling

[5]

[5][5]

[-][-]

[-][-]

31.

Office of the central Survey compiling

[1]

[10][10]

[-][-]

[2][2]

32.

Director central Map creation

[1]

[1][1]

[1][1]

[1][1]

33.

Assistant director central Map creation

[3]

[3][3]

[-][-]

[-][-]

34.

Office of the central Map creation

[1]

[10][10]

[-][-]

[2][2]

35.

Director Central rain scientist

[1]

[1][1]

[1][1]

[-][-]

36.

Assistant Director Central rain scientist

[1]

[1][1]

[-][-]

[-][-]

37.

Office of the Rain study

[2][2]

[-][-]

[1] [-][-]

38.

Captain – Central RCS Air force

[1]

[1][1]

[-][-]

[-][-]

39.

Office - Central RCS Air force

[1]

[2][2]

[-][-]

[-][-]

40.

Captain – Central RCS Navy

[1]

[1][1]

[-][-]

[-][-]

41.

Office - Central RCS Navy

[1]

[2][2]

[-][-]

[-][-]

42.

Captain – Central RCS Army

[1]

[1][1]

[-][-]

[-][-]

43.

Office - Central RCS Army

[1]

[2][2]

[-][-]

[-][-]

44.

Accounts office

[2]

[2][2]

[-][-]

[-][-]

45.

Cash section

[2]

[2][2]

[-][-]

[-][-]

46. [2][2]

Store office

[1]

[-][-]

[-][-]

47.

Stores

[1]

[-][-]

[-][-]

[-][-]

48.

Meeting hall

[3]

[3][3]

[-][-]

[-][-]

49.

Kitchen, dining hall

[1]

[-][-]

[-][-]

[-][-]

50.

Electronic control unit

[1]

[10][10]

[-][-]

[-][-]

51.

Library

[1]

[2][2]

[-][-]

[-][-]

52.

Recreation

[1]

[-][-]

[-][-]

[-][-]

53.

Vehicle parking

[1]

[-][-]

[-][-]

[-][-]

54.

Central AC

[1]

[-][-]

[-][-]

[-][-]

Coastal survey offices – 2 sets.

1.

President

[1]

[1][2]

[-][-]

[-][-]

2.

Director

[1]

[1][2]

[1][2]

[1][2]

3.

Account section

[2]

[2][4]

[-][-]

[-][-]

4.

Cash section

[2]

[2][4]

[-][-]

[-][-]

5.

Clerical office

[1]

[2][4]

[-][-]

[-][-]

6.

Director Hydrology

[1]

[1][2]

[1][2]

[1][2]

7.

Director Computerization

[1]

[1][2]

[3][6]

[1][2]

8.

Director Mechanical section

[1]

[1][2]

[1][2]

[-][-]

9. [1][2]

Director- Air force

[1]

[-][-]

[-][-]

10.

Director - Navy

[1]

[1][2]

[-][-]

[-][-]

11.

Hospital

[1]

[4][8]

[-][-]

[-][-]

12.

Store office

[1]

[2][4]

[-][-]

[-][-]

13.

Stores

[1]

[-][-]

[-][-]

[-][-]

14.

Meeting halls

[1]

[1][2]

[-][-]

[-][-]

15.

Dining & Kitchen

[1]

[-][-]

[-][-]

[-][-]

16.

Library

[1]

[2][4]

[-][-]

[-][-]

17.

Recreation

[1]

[-][-]

[-][-]

[-][-]

18. [-][-]

Vehicle parking

[1]

[-][-]

[-][-]

19.

Central AC

[1]

[-][-]

[-][-]

[-][-]

Zonal offices – seven sets

1.

Zonal director

[1]

[1][7]

[1][7]

[1][7]

2.

Office of the zonal director

[1]

[2][14]

[-][-]

[-][-]

3.

Zonal secretary

[1]

[1][7]

[1][7]

[-][-]

4.

Office of the zonal secretary

[1]

[2][14]

[-][-]

[-][-]

5.

Zonal director for Hydrology

[1]

[1][7]

[1][7]

[1][7]

6.

Zonal assistant director for Hydrology

[1]

[1][7]

[-][-]

[-][-]

7. [2][14]

Office of the zonal hydrology

[1]

[-][-]

[-][-]

8.

Zonal director for Agriculture

[1]

[1][7]

[1][7]

[-][-]

9.

Zonal assistant director for Agriculture

[1]

[1][7]

[-][-]

[-][-]

10.

Zonal agriculture office

[1]

[2][14]

[-][-]

[-][-]

11.

Zonal director for Geography

[1]

[1][7]

[1][7]

[1][7]

12.

Zonal assistant director for Geography

[1]

[1][7]

[-][-]

[-][-]

13.

Zonal geography office

[1]

[2][14]

[-][-]

[-][-]

14.

Zonal director for Geology

[1]

[1][7]

[1][7]

[-][-]

15. [1][7]

Zonal assistant director for Geology

[1]

[-][-]

[-][-]

16.

Zonal geology office

[1]

[2][14]

[-][-]

[-][-]

17.

Zonal director for economics

[1]

[1][7]

[1][7]

[-][-]

18.

Zonal assistant director for economics

[1]

[1][7]

[-][-]

[-][-]

19.

Zonal economics office

[1]

[2][14]

[-][-]

[-][-]

20.

Zonal agricultural scientist1

[1]

[1][7]

[1][7]

[-][-]

21.

Zonal agricultural scientist2

[1]

[1][7]

[-][-]

[-][-]

22.

Zonal director for Land survey

[1]

[1][7]

[2][14]

[1][7]

23.

Zonal assistant director for

[3][21]

Land survey

[3]

[-][-]

[-][-]

24.

Zonal Land survey office

[2]

[2][14]

[-][-]

[-][-]

25.

Zonal director for RCS computerization

[1]

[1][7]

[2][14]

[1][7]

27.

Zonal assistant director for RCS computerization

[3]

[3][21]

[-][-]

[-][-]

28.

Zonal RCS computerization office

[10]

[20][140]

[-][-]

[4][28]

29.

Zonal director for Information compiling

[1]

[1][7]

[1][7]

[1][7]

30.

Zonal assistant director for Information compiling

[3]

[3][21]

[-] [-]

[-][-]

31.

Zonal Information compiling office

[10]

[10][70]

[-][-]

[1][7]

32. [1][7]

Zonal director for Map creation

[1]

[1][7]

[1][7]

33.

Zonal assistant director for Map creation

[3]

[3][21]

[-][-]

[-][-]

34.

Zonal Map creation office

[10]

[10][70]

[-][-]

[2][14]

35.

Zonal captain – Air force

[1]

[1][7]

[-][-]

[-][-]

36.

Zonal office – Air force

[1]

[2][14]

[-][-]

[-][-]

37.

Zonal captain – Navy

[1]

[1][7]

[-][-]

[-][-]

38.

Zonal office – Navy

[1]

[2][14]

[-][-]

[-][-]

39.

Zonal captain – Army

[1]

[1][7]

[-][-]

[-][-]

40.

Zonal office – Army

[2][14]

[-][-]

[1] [-][-]

41.

Accounts section

[2]

[2][14]

[-][-]

[-][-]

42.

Cash section

[2]

[2][14]

[-][-]

[-][-]

43.

Clerical section

[2]

[2][14]

[-][-]

[-][-]

44.

Office of the stores

[2]

[2][14]

[-][-]

[-][-]

45.

Stores

[2]

[-][-]

[-][-]

[-][-]

46.

Dining & Kitchen

[1]

[-][-]

[-][-]

[-][-]

47.

Meeting hall

[3]

[3][21]

[-][-]

[-][-]

Offices of the FRS

48.

Zonal Director FRS

[1]

[1][7]

[2][14]

[-][-]

49. [2][14]

Office of the zonal director FRS

[1]

[-][-]

[-][-]

50.

FRS Office of the Mechanical section

[3]

[2][14]

[-][-]

[-][-]

51.

FRS Offices of the computer section

[3]

[2][14]

[-][-]

[-][-]

Offices of the PRS

52.

Zonal Director PRS

[1]

[1][7]

[4][28]

[1][7]

53.

PRS Office of the zonal director PRS

[1]

[2][14]

[-][-]

[-][-]

54.

PRS Office of Hydrology

[3]

[2][14]

[-][-]

[-][-]

55.

PRS Office of Mechanical engineering

[3]

[2][14]

[-][-]

[-][-]

56.

PRS Office of computer section

[2][14]

[-][-]

[-][-]

[3]

57.

PRS office of Sonology

[2]

[2][14]

[-][-]

[-][-]

Others

58.

Zonal Photography section

[1]

[5][35]

[2][14]

[1][7]

59.

Zonal Hospital

[1]

[4][28]

[-][-]

[-][-]

60.

Library

[1]

[2][14]

[-][-]

[-][-]

61.

Recreation

[1]

[-][-]

[-][-]

[-][-]

62.

Vehicle Parking

[1]

[-][-]

[-][-]

[-][-]

63.

Central AC

[1]

[-][-]

[-][-]

[-][-]

Total:

[272][1104]

[40][178]

[33][132]

[One team computer] [All

team computer]

[One team Laptop] [All team laptop]

[One team plasma monitor][All team plasma monitor]

Number of LCD projector, Air jacket, helmets used in the project.

Sl.no.

Office name.

[No. rooms]

[One team LCD projector][All team LCD projector]

[One team air jacket][All team air jacket]

[One team helmet][All team helmet]

Central offices – One set

1.

Honorable President

[1]

[1][1]

[-][-]

[-][-]

2.

President

[1]

[-][-]

[-][-]

[-][-]

3.

Chairman

[1]

[-][-]

[-][-]

[-][-]

4.

Honorable Secretary1

[1]

[-][-]

[-][-]

[-][-]

5.

Honorable Secretary 2

[1]

[1][1]

[-][-]

[-][-]

6.

Office of the Hon. Secretary

[1]

[-][-]

[10][10]

[10][10]

7.

Secretary

[1]

[-][-]

[-][-]

[-][-]

8.

Office of the secretary

[1]

[-][-]

[-][-]

[-][-]

9.

Director RCS

[1]

[1][1]

[-][-]

[-][-]

10.

Office of the director RCS

[1]

[-][-]

[-][-]

[-][-]

11.

Director central hydrology

[1][1]

[-][-]

[1] [-][-]

12.

Assistant director central hydrology

[3]

[-][-]

[-][-]

[-][-]

13.

Office of the central hydrology director

[2]

[-][-]

[-][-]

[-][-]

14.

Director central agriculture

[1]

[1][1]

[-][-]

[-][-]

15.

Assistant director of central agriculture

[3]

[-][-]

[-][-]

[-][-]

16.

Office of the central agriculture director

[1]

[-][-]

[-][-]

[-][-]

17.

Director central Geology

[1]

[-][-]

[-][-]

[-][-]

18.

Assistant director central Geology

[1]

[-][-]

[-][-]

[-][-]

19.

Office of the central

[-][-]

geology

[1]

[-][-]

[-][-]

20.

Director central Geography

[1]

[1][1]

[-][-]

[-][-]

21.

Assistant director central Geography

[1]

[-][-]

[-][-]

[-][-]

22.

Office of the central geography

[1]

[-][-]

[-][-]

[-][-]

23.

Director central economics

[1]

[1][1]

[-][-]

[-][-]

24.

Assistant director central economics

[3]

[-][-]

[-][-]

[-][-]

25.

Office of the central economics

[1]

[-][-]

[-][-]

[-][-]

26.

Director central computerization

[1]

[1][1]

[-][-]

[-][-]

27.

Assistant director central computerization

[3]

[-][-]

[-][-]

[-][-]

28.

Office of the central computerization

[1]

[-][-]

[-][-]

[-][-]

29.

Director central Survey compiling

[1]

[1][1]

[-][-]

[-][-]

30.

Assistant director central Survey compiling

[5]

[-][-]

[-][-]

[-][-]

31.

Office of the central Survey compiling

[1]

[-][-]

[-][-]

[-][-]

32.

Director central Map creation

[1]

[1][1]

[-][-]

[-][-]

33.

Assistant director central Map creation

[3]

[-][-]

[-][-]

[-][-]

34.

Office of the central Map

[-][-]

[-][-]

creation

[1]

[-][-]

35.

Director Central rain scientist

[1]

[-][-]

[-][-]

[-][-]

36.

Assistant Director Central rain scientist

[1]

[-][-]

[-][-]

[-][-]

37.

Office of the Rain study

[1]

[-][-]

[-][-]

[-][-]

38.

Captain – Central RCS Air force

[1]

[-][-]

[-][-]

[-][-]

39.

Office - Central RCS Air force

[1]

[-][-]

[100][100]

[100][100]

40.

Captain – Central RCS Navy

[1]

[-][-]

[-][-]

[-][-]

41.

Office - Central RCS Navy

[1]

[-][-]

[100][100]

[100][100]

42. [-][-]

Captain – Central RCS Army

[1]

[-][-]

[-][-]

43.

Office - Central RCS Army

[1]

[-][-]

[100][100]

[100][100]

44.

Accounts office

[2]

[-][-]

[-][-]

[-][-]

45.

Cash section

[2]

[-][-]

[-][-]

[-][-]

46.

Store office

[1]

[-][-]

[-][-]

[-][-]

47.

Stores

[1]

[-][-]

[200][200]

[200][200]

48.

Meeting hall

[3]

[3][3]

[-][-]

[-][-]

49.

Kitchen, dining hall

[1]

[-][-]

[-][-]

[-][-]

50.

Electronic control unit

[1]

[-][-]

[-][-]

[-][-]

51. [-][-]

Library

[1] [-][-]

[-][-]

52.

Recreation

[1]

[-][-]

[-][-]

[-][-]

53.

Vehicle parking

[1]

[-][-]

[-][-]

[-][-]

54.

Central AC

[1]

[-][-]

[-][-]

[-][-]

Coastal survey offices – 2 sets.

1.

President

[1]

[-][-]

[1][2]

[1][2]

2.

Director

[1]

[1][2]

[1][2]

[1][2]

3.

Account section

[2]

[-][-]

[-][-]

[-][-]

4.

Cash section

[-][-]

[-][-]

[2] [-][-]

5.

Clerical office

[1]

[-][-]

[-][-]

[-][-]

6.

Director Hydrology

[1]

[1][2]

[10][20]

[10][20]

7.

Director Computerization

[1]

[1][2]

[10][20]

[10][20]

8.

Director Mechanical section

[1]

[-][-]

[10][20]

[10][20]

9.

Director- Air force

[1]

[-][-]

[100][200]

[100][200]

10.

Director - Navy

[1]

[-][-]

[100][200]

[100][200]

11.

Hospital

[1]

[-][-]

[100][200]

[100][200]

12.

Store office

[1]

[-][-]

[-][-]

[-][-]

13. [-][-]

Stores

[1]

[250][500]

[250][500]

14.

Meeting halls

[1]

[-][-]

[-][-]

[-][-]

15.

Dining & Kitchen

[1]

[-][-]

[-][-]

[-][-]

16.

Library

[1]

[-][-]

[-][-]

[-][-]

17.

Recreation

[1]

[-][-]

[-][-]

[-][-]

18.

Vehicle parking

[1]

[-][-]

[-][-]

[-][-]

19.

Central AC

[1]

[-][-]

[-][-]

[-][-]

Zonal offices – seven sets

1.

Zonal director

[1]

[1][7]

[10][70]

[10][70]

2. [-][-]

Office of the zonal director

[1]

[10][70]

[10][70]

3.

Zonal secretary

[1]

[-][-]

[10][70]

[10][70]

4.

Office of the zonal secretary

[1]

[-][-]

[10][70]

[10][70]

5.

Zonal director for Hydrology

[1]

[1][7]

[10][70]

[10][70]

6.

Zonal assistant director for Hydrology

[1]

[-][-]

[10][70]

[10][70]

7.

Office of the zonal hydrology

[1]

[-][-]

[10][70]

[10][70]

8.

Zonal director for Agriculture

[1]

[-][-]

[10][70]

[10][70]

9.

Zonal assistant director for Agriculture

[1]

[-][-]

[10][70]

[10][70]

10.

Zonal agriculture office

[1]

[-][-]

[10][70]

[10][70]

11.

Zonal director for Geography

[1]

[-][-]

[10][70]

[10][70]

12.

Zonal assistant director for Geography

[1]

[-][-]

[10][70]

[10][70]

13.

Zonal geography office

[1]

[-][-]

[10][70]

[10][70]

14.

Zonal director for Geology

[1]

[-][-]

[10][70]

[10][70]

15.

Zonal assistant director for Geology

[1]

[-][-]

[10][70]

[10][70]

16.

Zonal geology office

[1]

[-][-]

[10][70]

[10][70]

17.

Zonal director for economics

[1]

[-][-]

[10][70]

[10][70]

18. [-][-]

Zonal assistant director for economics

[1]

[10][70]

[10][70]

19.

Zonal economics office

[1]

[-][-]

[10][70]

[10][70]

20.

Zonal agricultural scientist1

[1]

[-][-]

[10][70]

[10][70]

21.

Zonal agricultural scientist2

[1]

[-][-]

[10][70]

[10][70]

22.

Zonal director for Land survey

[1]

[-][-]

[10][70]

[10][70]

23.

Zonal assistant director for Land survey

[3]

[-][-]

[10][70]

[10][70]

24.

Zonal Land survey office

[2]

[-][-]

[10][70]

[10][70]

25.

Zonal director for RCS computerization

[1]

[-][-]

[10][70]

[10][70]

27. [-][-]

Zonal assistant director for RCS computerization

[3]

[10][70]

[10][70]

28.

Zonal RCS computerization office

[10]

[2][14]

[10][70]

[10][70]

29.

Zonal director for Information compiling

[1]

[1][7]

[10][70]

[10][70]

30.

Zonal assistant director for Information compiling

[3]

[-][-]

[10][70]

[10][70]

31.

Zonal Information compiling office

[10]

[-][-]

[10][70]

[10][70]

32.

Zonal director for Map creation

[1]

[1][7]

[10][70]

[10][70]

33.

Zonal assistant director for Map creation

[3]

[-][-]

[10][70]

[10][70]

34.

Zonal Map creation office

[10]

[-][-]

[10][70]

[10][70]

35.

Zonal captain – Air force

[1]

[-][-]

[10][70]

[10][70]

36.

Zonal office – Air force

[1]

[-][-]

[40][280]

[40][280]

37.

Zonal captain – Navy

[1]

[-][-]

[10][70]

[10][70]

38.

Zonal office – Navy

[1]

[-][-]

[100][700]

[100][700]

39.

Zonal captain – Army

[1]

[-][-]

[10][70]

[10][70]

40.

Zonal office – Army

[1]

[-][-]

[40][280]

[40][280]

41.

Accounts section

[2]

[-][-]

[-][-]

[-][-]

42.

Cash section

[2]

[-][-]

[-][-]

[-][-]

43.

Clerical section

[2]

[-][-]

[-][-]

[-][-]

44.

Office of the stores

[2]

[-][-]

[-][-]

[-][-]

45.

Stores

[2]

[-][-]

[100][700]

[100][700]

46.

Dining & Kitchen

[1]

[-][-]

[-][-]

[-][-]

47.

Meeting hall

[3]

[-][-]

[-][-]

[-][-]

Offices of the FRS

48.

Zonal Director FRS

[1]

[-][-]

[10][70]

[10][70]

49.

Office of the zonal director FRS

[1]

[-][-]

[10][70]

[10][70]

50.

FRS Office of the Mechanical section

[3]

[-][-]

[50][350]

[50][350]

51.

FRS Offices of the computer section

[-][-]

[10][70]

[3] [10][70]

Offices of the PRS

52.

Zonal Director PRS

[1]

[-][-]

[10][70]

[10][70]

53.

PRS Office of the zonal director PRS

[1]

[-][-]

[10][70]

[10][70]

54.

PRS Office of Hydrology

[3]

[-][-]

[10][70]

[10][70]

55.

PRS Office of Mechanical engineering

[3]

[-][-]

[10][70]

[10][70]

56.

PRS Office of computer section

[3]

[-][-]

[10][70]

[10][70]

57.

PRS office of Sonology

[2]

[-][-]

[10][70]

[10][70]

Others

58. [1][7]

Zonal Photography section

[-]

[100][700]

[100][700]

59.

Zonal Hospital

[1]

[-][-]

[10][70]

[10][70]

60.

Library

[1]

[-][-]

[-][-]

[-][-]

61.

Recreation

[1]

[-][-]

[-][-]

[-][-]

62.

Vehicle Parking

[1]

[-][-]

[-][-]

[-][-]

63.

Central AC

[1]

[-][-]

[-][-]

[-][-]

[23][68]

[1982][7904]

[1982][7904]

Sl.no.

Office name.

[No. rooms]

[one team LCD projector][All team LCD projector]

[One team air jacket][All team air jacket]

[One team helmet][All team helmet]

The total cost of all the Instruments used in the project:

Sl. NO.

Instrument/Material

[Central ]Central ×1]

[Coastal][Coastal ×2]

[Zonal][Zonal×7]

[Total no.]

[Cost per unit.]

Total cost

1.

Computers

[115][115]

[22][44]

[135][945]

[1104]

[50000]

55200000

2.

Laptop

[12][12]

[6][12]

[22][154]

[178]

[100000]

17800000

3.

Plasma monitor

[14][14]

[3][6]

[16][112]

[132]

[300000]

39600000

4.

LCD projector

[13][13]

[3][6]

[7][49]

[68]

[150000]

10200000

5.

Air jacket

[510][510]

[582][1164]

[890][15298]

[16972]

[2000]

33944000

6.

Helmets

[510][510]

[582][1164]

[890][15298]

[16972]

[500]

8486000

7.

Pinning materi

[4][4]

[0][0]

[2][14]

[18]

[10000]

180000

als

8.

Fencing materials

[4][4]

[0][0]

[2][14]

[18]

[10000]

180000

9.

Axis meter

[4][4]

[4][8]

[2][14]

[26]

[50000]

1300000

10.

Speedometer

[4][4]

[2][4]

[2][14]

[22]

[10000]

220000

11.

River survey level meter

[4][4]

[0][0]

[2][14]

[18]

[500000]

9000000

13.

Land survey level meter

[4][4]

[0][0]

[2][14]

[18]

[200000]

3600000

14.

Flow meter

[4][4]

[0][0]

[2][14]

[18]

[50000]

900000

15.

River scanner

[4][4]

[0][0]

[2][14]

[18]

[2000000]

36000000

16.

Falls height

[2][2]

[0][0]

[9]

[1000000]

9000000

measuring instrument

[1][7]

17.

Land tube with level measuring pipes

[8][8]

[0][0]

[4][28]

[36]

[30000]

1080000

18.

Survey boards

[10000][10000]

[2000][4000]

[20000][140000]

[154000]

[50]

7700000

19.

RCS soft ware

[1][1]

[0][0]

[0][0]

[1]

[200000]

200000

20.

Rock driller

[6][6]

[4][8]

[6][42]

[56]

[150000]

8400000

21.

Metal driller

[6][6]

[4][8]

[6][42]

[56]

[50000]

2800000

22.

Ark welding

[6][6]

[4][8]

[6][42]

[56]

[30000]

1680000

23.

Gas weldin

[6][6]

[4][8]

[56]

[20000]

1120000

g [6][42]

24.

Iron

[500][500]

[100][200]

[1000][7000]

[7700]

[14000]

107800000

25.

Cement

[1000][1000]

[4000][8000]

[30000][210000]

[219000]

[200]

43800000

26.

Phones

[200][200]

[50][100]

[150][1050]

[1350]

[1000]

1350000

27.

Ambulance

[1][1]

[1][2]

[3][21]

[24]

[1000000]

24000000

28.

Ventilator

[1][1]

[1][2]

[2][14]

[17]

[700000]

11900000

29.

OT tables

[1][1]

[1][2]

[2][14]

[17]

[50000]

850000

30.

Microscopes

[2][2]

[1][2]

[2][14]

[18]

[25000]

450000

31.

Vital Monitors

[2][2]

[2][4]

[4][28]

[34]

[100000]

3400000

32. [2][2] [34] 680000

Fridge [2][4]

[4][28]

[20000]

33.

Freezer

[2][2]

[1][2]

[2][14]

[18]

[20000]

360000

34.

Drugs

[10000][10000]

[10000][20000]

[10000][70000]

[100000]

[-]

100000

35.

Lab materials

[10000][10000]

[10000][20000]

[10000][70000]

[100000]

[-]

100000

36.

Surgical materials

[10000][10000]

[10000][20000]

[10000][70000]

[100000]

[-]

100000

37.

Photography printer

[1][1]

[1][2]

[1][7]

[10]

[2000000]

20000000

38.

Photography material

[50000][50000]

[50000][100000]

[50000]

[500000]

[-]

500000

[350000]

40.

Books for the library

[1000000][1000000]

[100000][200000]

[300000][2100000]

[3300000]

[-]

3300000

41.

Sports materials

[200000][200000]

[200000][400000]

[200000][1400000]

[2000000]

[-]

2000000

Total: 469280000

Sl. NO.

Instrument/ Material

[Central] [Central ×1]

[Coastal ][Coastal ×2]

[Zonal][Zonal ×7]

[Total no.]

[Cost per unit.]

Total cost- Rs. Forty six crore, ninety two lakhs, eighty thousand.

The total cost of all the Instruments used in the project Rs 469280000 (Forty six crore, ninety two lakhs, eighty thousand).

5. Cost of the Vehicles used in the project.

The number of Cars, Jeeps, Vans, Minibuses, Buses used in the project:

Sl. No.

Designation & Qualification.

[Number of posts]

[Cars]

[Jeep]

[Van]

[Minibus]

[Bus]

Central team - One team

1.

Honorable secretary- Central chief irrigation engineer.

[1]

[1][-][-][-][-]

2.

Secretary - Central irrigation commissioner.

[1]

[1][-][-][-][-]

3.

Director – RCS.

[1]

[1][-][-][-][-]

4.

Director of Central Hydrology- Hydraulic engineer.

[1]

[1][-][-][-][-]

5.

Assistant Director of central hydrology- Hydraulic engineer.

[-][1][-][-][-]

[3]

6.

Director of central agriculture.

[1]

[1][-][-][-][-]

7.

Assistant director of central agriculture.

[3]

[-][1][-][-][-]

8.

Director of central geology-Geologist

[1]

[1][-][-][-][-]

9.

Assistant director of central geology – geologist.

[1]

[-][1][-][-][-]

10.

Director of central geography – Geographer.

[1]

[1][-][-][-][-]

11.

Assistant director of central geography – Geographer.

[1]

[-][1][-][-][-]

12.

Director of central economics – Economist.

[1]

[1][-][-][-][-]

13.

Assistant director of central

[-][1][-][-][-]

economics – Economist.

[3]

14.

Director of central RCS computerization – Soft ware engineer.

[1]

[1][-][-][-][-]

15.

Assistant director of central RCS computerization – Soft ware engineer.

[3]

[-][1][-][-][-]

16.

Central Director of RCS survey compiling – soft ware engineer.

[1]

[1][-][-][-][-]

17.

Central assistant director of survey compiling – soft ware engineer.

[3]

[-][1][-][-][-]

18.

Director central map creation – Map creator.

[1]

[1][-][-][-][-]

19.

Assistant director central map creation – Map creation.

[3]

[-][1][-][-][-]

20.

Rain scientist

[-][1][-][-][-]

[2]

21.

Captain Air force

[1]

[1][-][-][-][-]

22.

Captain Navy

[1]

[1][-][-][-][-]

23.

Captain army

[1]

[1][-][-][-][-]

24.

Air force officer

[10]

[-][-][-][1][-]

25.

Navy officers

[10]

[-][-][-][1][-]

26.

Army officers

[10]

[-][-][-][1][-]

27.

Accounts officer.

[3]

[-][1][-][-][-]

28.

Cashier

[3]

[-][1][-][-][-]

29.

Store Keeper

[-][-][-][-][-]

[2]

30.

Office assistants

[4]

[-][-][-][-][-]

31.

Drivers and security

[40]

[-][-][-][-][-]

Coastal team – Two teams

Staff of the Coastal office.

1.

Director for coastal survey

[1]

[1][-][-][-][-]

2.

Accounts officer- coastal survey team.

[2]

[-][1][-][-][-]

3.

Cashier – Coastal survey team

[2]

[-][1][-][-][-]

4.

Clerks

[-][-][-][-][-]

[2]

5.

Store keeper

[2]

[-][-][-][-][-]

New more ship members/ Lakhpath ship members

[-][-][-][-][-]

6.

Hydraulic engineer

[2]

[1][-][-][-][-]

7.

Computer engineer

[2]

[1][-][-][-][-]

8.

Technical assistants

[5]

[-][-][1][-][-]

9.

Ship captain

[1]

[1][-][-][-][-]

10.

Ship driver

[2]

[-][-][-][-][-]

11.

Navy officer

[4]

[-][-][-][1][-]

12. [-][-][-][-][-]

Security officer

[4]

13.

Doctor

[2]

[-][1][-][-][-]

14.

Nursing staff

[2]

[-][-][-][-][-]

15.

Photographer/Videographer

[2]

[-][1][-][-][-]

Kanyakumari ship

[-][-][-][-][-]

16.

Mechanical engineer

[2]

[1][-][-][-][-]

17.

Ship captain

[1]

[1][-][-][-][-]

18.

Ship driver

[2]

[-][-][-][-][-]

19.

Navy officer

[4]

[-][-][-][1][-]

20. [-][-][-][-][-]

Security officer

[4]

21.

Photographer/videographer

[2]

[-][1][-][-][-]

Supporting ship

22.

Mechanical engineer

[2]

[1][-][-][-][-]

23.

Ship captain

[1]

[1][-][-][-][-]

24.

Ship driver

[2]

[-][-][-][-][-]

25.

Navy officer

[4]

[-][-][-][1][-]

26.

Security officer

[4]

[-][-][-][-][-]

27.

Photographer/videographer

[2]

[-][1][-][-][-]

Land marking ship

28.

Mechanical engineer

[2]

[1][-][-][-][-]

29.

Driller/ fixator - Technical assistant

[4]

[-][-][-][-][-]

30.

Mesons

[4]

[-][-][-][-][-]

31.

Ship captain

[1]

[1][-][-][-][-]

32.

Ship driver

[2]

[-][-][-][-][-]

33.

Navy officer

[4]

[-][-][-][1][-]

34.

Security officer

[4]

[-][-][-][-][-]

35.

Photographer /video grapher

[-][1][-][-][-]

[2]

36.

Security boat drivers – 2 in each ship for 4 ships

[8]

[-][-][-][-][-]

37.

Drivers

[15]

[-][-][-][-][-]

38.

Cook

[4]

[-][-][-][-][-]

39.

Laundry

[6]

[-][-][-][-][-]

40.

Room boys

[4]

[-][-][-][-][-]

Stand by

41.

Captain

[2]

[-][-][-][-][-]

42.

Ship driver

[-][-][-][-][-]

[2]

43.

Mechanical engineer

[2]

[-][-][-][-][-]

44.

Computer engineer

[1]

[-][-][-][-][-]

45.

Security boat driver

[2]

[-][-][-][-][-]

Zonal teams- Seven teams

Staff of the zonal team

1.

Zonal director- Hydraulic engineer

[1]

[1][-][-][-][-]

2.

Zonal secretary – Zonal irrigation commissioner

[1]

[1][-][-][-][-]

3. [1][-][-][-][-]

Zonal director for Hydrology

[1]

4.

Zonal assistant director for Hydrology – Hydraulic engineer

[1]

[-][1][-][-][-]

5.

Zonal Director for Agriculture

[1]

[1][-][-][-][-]

6.

Zonal assistant director for agriculture

[1]

[-][1][-][-][-]

7.

Zonal Director for Zonal Geography

[1]

[1][-][-][-][-]

8.

Zonal Assistant Director for Zonal Geography

[1]

[-][1][-][-][-]

9.

Zonal Director for Zonal Geology

[1]

[1][-][-][-][-]

10.

Zonal Assistant Director for Zonal Geology

[1]

[-][1][-][-][-]

11. [1][-][-][-][-]

Zonal Director for Zonal Economics

[1]

12.

Zonal Assistant Director for Zonal Economics

[1]

[-][1][-][-][-]

13.

Agriculture scientists

[2]

[-][2][-][-][-]

14.

Zonal Director for Zonal land survey

[1]

[1][-][-][-][-]

15.

Zonal Assistant Director for Zonal land survey

[3]

[-][3][-][-][-]

16.

Zonal Director for Zonal RCS computerization - Soft ware engineer

[1]

[1][-][-][-][-]

17.

Zonal Assistant Director for Zonal RCS computerization - Soft ware engineer

[3]

[-][1][-][-][-]

18.

Zonal Director for Information

[1][-][-][-][-]

compiling – Soft ware engineer

[1]

19.

Zonal Assistant Director for Information compiling – Soft ware engineer

[3]

[-][1][-][-][-]

20.

Zonal Director for Map creation– Soft ware engineer

[1]

[1][-][-][-][-]

21.

Zonal Assistant Director for Map creation– Soft ware engineer

[3]

[-][1][-][-][-]

22.

Zonal captain- Air force

[1]

[1][-][-][-][-]

23.

Air force troop

[30]

[-][-][-][-][1]

24.

Zonal captain- Navy

[1]

[1][-][-][-][-]

25.

Navy troop

[30]

[-][-][-][-][1]

26. [1][-][-][-][-]

Zonal captain- Army

[1]

27.

Army troop

[30]

[-][-][-][-][1]

28.

Accounts officer

[3]

[-][1][-][-][-]

29.

Cashier

[3]

[-][1][-][-][-]

30.

Clerks

[4]

[-][-][-][-][-]

31.

Office assistants

[4]

[-][-][-][-][-]

32.

Store keepers

[4]

[-][-][-][-][-]

33.

Drivers

[24]

[-][-][-][-][-]

35.

Mess

[5]

[-][-][-][-][-]

36. [-][-][-][-][-]

Room boys

[5]

Falls and Rapid survey team

37.

Zonal FRS director – Hydraulic engineer

[1]

[1][-][-][-][-]

38.

Zonal FRS Mechanical engineer

[2]

[1][-][-][-][-]

39.

Zonal FRS computer engineer

[3]

[1][-][-][-][-]

40.

Zonal FRS Technical assistant – Army

[30]

[-][-][-][-][1]

41.

Zonal FRS Technical assistant –Navy

[15]

[-][-][-][1][-]

42.

Zonal FRS Mesons

[10]

[-][-][-][-][-]

43.

Zonal FRS Photographers

[-][1][-][-][-]

[4]

44.

Zonal FRS Doctors

[4]

[1][1][-][-][-]

45.

Zonal FRS Nursing staff

[3]

[-][1][-][-][-]

46.

Zonal FRS Laboratory assistant

[2]

[-][-][-][-][-]

47.

Zonal FRS Drivers

[12]

[-][-][-][-][-]

48.

Zonal FRS Cook

[6]

[-][-][-][-][-]

49.

Zonal FRS Laundry & Room boys

[10]

[-][-][-][-][-]

Plain river survey team

50.

Zonal PRS director

[1]

[1][-][-][-][-]

Hill side boat

51.

Zonal PRS Mechanical engineer

[2]

[1][-][-][-][-]

52.

Zonal PRS computer engineer

[2]

[1][-][-][-][-]

53.

Zonal PRS technical assistants

[2]

[-][-][-][-][-]

54.

Zonal PRS Photographer

[2]

[-][1][-][-][-]

55.

Zonal PRS Navy officer

[4]

[-][-][-][1][-]

56.

Boat security

[2]

[-][-][-][-][-]

Sea side boat

57.

Zonal PRS Mechanical engineer

[2]

[1][-][-][-][-]

58.

Zonal PRS computer engineer

[2]

[1][-][-][-][-]

59.

Zonal PRS technical assistants

[2]

[-][-][-][-][-]

60.

Zonal PRS Photographer

[2]

[-][-][-][-][-]

61.

Zonal PRS Navy officer

[4]

[-][-][-][1][-]

62.

Boat security

[2]

[-][-][-][-][-]

Supporting boat

63.

Zonal PRS Hydraulic engineer

[2]

[1][-][-][-][-]

64.

Zonal PRS Agriculture officer

[2]

[1][-][-][-][-]

65.

Zonal PRS Photographer

[2]

[-][1][-][-][-]

66.

Zonal PRS Navy officer

[4]

[-][-][-][1][-]

67.

Zonal PRS boat security

[2]

[-][-][-][-][-]

River scanner boat

68.

Zonal PRS Sonology engineer

[2]

[1][-][-][-][-]

69.

Zonal PRS Hydraulic engineer

[2]

[1][-][-][-][-]

70.

Zonal PRS Technical assistants

[2]

[-][-][-][-][-]

71.

Zonal PRS Photographer

[2]

[-][1][-][-][-]

72.

Zonal PRS Navy officer

[4]

[-][-][-][1][-]

73.

Zonal PRS boat security

[2]

[-][-][-][-][-]

Land marking boat

74.

Zonal PRS Mechanical engineer

[2]

[1][-][-][-][-]

76.

Zonal PRS Technical assistant

[4]

[-][-][-][-][-]

77.

Zonal PRS Mesons

[10]

[-][-][-][-][-]

78.

Zonal PRS Photographer

[2]

[-][-][-][-][-]

79.

Zonal PRS Navy officer

[4]

[-][-][-][-][1]

80.

Zonal PRS boat security

[2]

[-][-][-][-][-]

Security boats – Five boats

[-][-][-][-][-]

81.

Zonal PRS Navy officer-4 per boat

[20]

[-][-][-][-][1]

82.

Zonal PRS navy security officer- 4 per boat

[20]

[-][-][-][-][-]

83.

Zonal PRS Doctors-one per boat

[5]

[1][1][-][-][-]

84.

Zonal PRS Nursing staff-two per boat

[10]

[-][-][-][1][-]

Vehicle, mess, lodging.

85.

Drivers

[20]

[-][-][-][-][-]

86.

Mess workers

[10]

[-][-][-][-][-]

87.

Dhobi and room boys

[15]

[-][-][-][-][-]

Stand by

88.

Navy officer

[-][-][-][-][-]

[4]

89.

Mechanical engineer

[2]

[-][-][-][-][-]

90.

Hydraulic engineer

[1]

[-][-][-][-][-]

91.

Photographer

[2]

[-][-][-][-][-]

Total vehicles

[53][40][1][13][6]

Sl. No.

Designation & Qualification.

[Number of posts]

[Cars][Jeep][Van][Minibus][Bus]

The number of Trucks, Lorries, Boats, Ships, Helicopter used in the project:

Sl. No.

Designation & Qualification.

[Number of posts]

[Trucks][Lorry's][Boats][Ships][Helicopter]

Central team - One team

1.

Honorable secretary- Central

[1][1][-][-][-]

chief irrigation engineer.

[1]

2.

Secretary - Central irrigation commissioner.

[1]

[-][-][-][-][-]

3.

Director – RCS.

[1]

[-][-][-][-][-]

4.

Director of Central Hydrology- Hydraulic engineer.

[1]

[-][-][-][-][-]

5.

Assistant Director of central hydrology- Hydraulic engineer.

[3]

[-][-][-][-][-]

6.

Director of central agriculture.

[1]

[-][-][-][-][-]

7.

Assistant director of central agriculture.

[3]

[-][-][-][-][-]

8.

Director of central geology-Geologist

[1]

[-][-][-][-][-]

9. [-][-][-][-][-]

Assistant director of central geology – geologist.

[1]

10.

Director of central geography – Geographer.

[1]

[-][-][-][-][-]

11.

Assistant director of central geography – Geographer.

[1]

[-][-][-][-][-]

12.

Director of central economics – Economist.

[1]

[-][-][-][-][-]

13.

Assistant director of central economics – Economist.

[3]

[-][-][-][-][-]

14.

Director of central RCS computerization – Soft ware engineer.

[1]

[-][-][-][-][-]

15.

Assistant director of central RCS computerization – Soft ware engineer.

[3]

[-][-][-][-][-]

16.

Central Director of RCS survey

[-][-][-][-][-]

compiling – soft ware engineer.

[1]

17.

Central assistant director of survey compiling – soft ware engineer.

[3]

[-][-][-][-][-]

18.

Director central map creation – Map creator.

[1]

[-][-][-][-][-]

19.

Assistant director central map creation – Map creation.

[3]

[-][-][-][-][-]

20.

Rain scientist

[2]

[-][-][-][-][-]

21.

Captain Air force

[1]

[-][-][-][-][2]

22.

Captain Navy

[1]

[-][-][10][2][-]

23.

Captain army

[1]

[4][2][-][-][-]

24. [-][-][-][-][-]

Air force officer

[10]

25.

Navy officers

[10]

[-][-][-][-][-]

26.

Army officers

[10]

[-][-][-][-][-]

27.

Accounts officer.

[3]

[-][-][-][-][-]

28.

Cashier

[3]

[-][-][-][-][-]

29.

Store Keeper

[2]

[-][-][-][-][-]

30.

Office assistants

[4]

[-][-][-][-][-]

31.

Drivers and security

[40]

[-][-][-][-][-]

Coastal team – Two teams

Staff of the Coastal office.

1.

Director for coastal survey

[1]

[-][1][-][-][-]

2.

Accounts officer- coastal survey team.

[2]

[-][-][-][-][-]

3.

Cashier – Coastal survey team

[2]

[-][-][-][-][-]

4.

Clerks

[2]

[-][-][-][-][-]

5.

Store keeper

[2]

[-][1][-][-][-]

New more ship members/ Lakhpath ship members

6.

Hydraulic engineer

[2]

[-][-][-][-][1]

7.

Computer engineer

[2]

[-][-][-][-][-]

8. [-][-][-][-][-]

Technical assistants

[5]

9.

Ship captain

[1]

[-][-][-][1][-]

10.

Ship driver

[2]

[-][-][-][-][-]

11.

Navy officer

[4]

[-][-][10][-][-]

12.

Security officer

[4]

[-][-][-][-][-]

13.

Doctor

[2]

[-][-][-][-][-]

14.

Nursing staff

[2]

[-][-][-][-][-]

15.

Photographer/Videographer

[2]

[-][-][-][-][-]

Kanyakumari ship

16. [-][-][-][-][-]

Mechanical engineer

[2]

17.

Ship captain

[1]

[-][-][-][1][-]

18.

Ship driver

[2]

[-][-][-][-][-]

19.

Navy officer

[4]

[-][-][10][-][-]

20.

Security officer

[4]

[-][-][-][-][-]

21.

Photographer/video grapher

[2]

[-][-][-][-][-]

Supporting ship

22.

Mechanical engineer

[2]

[-][-][-][-][-]

23.

Ship captain

[1]

[-][-][-][1][-]

24. [-][-][-][-][-]

Ship driver

[2]

25.

Navy officer

[4]

[-][-][10][-][-]

26.

Security officer

[4]

[-][-][-][-][-]

27.

Photographer/videographer

[2]

[-][-][-][-][-]

Land marking ship

28.

Mechanical engineer

[2]

[-][1][-][-][-]

29.

Driller/ fixator - Technical assistant

[4]

[-][-][-][-][-]

30.

Mesons

[4]

[1][-][-][-][-]

31.

Ship captain

[1]

[-][-][-][-][-]

32. [-][-][-][-][-]

Ship driver

[2]

33.

Navy officer

[4]

[-][-][10][-][-]

34.

Security officer

[4]

[-][-][-][-][-]

35.

Photographer /video grapher

[2]

[-][-][-][-][-]

36.

Security boat drivers – 2 in each ship for 4 ships

[8]

[-][-][-][-][-]

37.

Drivers

[15]

[-][-][-][-][-]

38.

Cook

[4]

[1][-][-][-][-]

39.

Laundry

[6]

[1][-][-][-][-]

40.

Room boys

[-][-][-][-][-]

[4]

Stand by

[-][-][-][-][-]

41.

Captain

[2]

[-][-][-][-][-]

42.

Ship driver

[2]

[-][-][-][-][-]

43.

Mechanical engineer

[2]

[-][-][-][-][-]

44.

Computer engineer

[1]

[-][-][-][-][-]

45.

Security boat driver

[2]

[-][-][-][-][-]

Zonal teams- Seven teams

Staff of the zonal team

1.

Zonal director- Hydraulic

[1][1][-][-][-]

engineer

[1]

2.

Zonal secretary – Zonal irrigation commissioner

[1]

[-][-][-][-][-]

3.

Zonal director for Hydrology

[1]

[-][-][-][-][-]

4.

Zonal assistant director for Hydrology – Hydraulic engineer

[1]

[-][-][-][-][-]

5.

Zonal Director for Agriculture

[1]

[-][-][-][-][-]

6.

Zonal assistant director for agriculture

[1]

[-][-][-][-][-]

7.

Zonal Director for Zonal Geography

[1]

[-][-][-][-][-]

8.

Zonal Assistant Director for Zonal Geography

[1]

[-][-][-][-][-]

9. [-][-][-][-][-]

Zonal Director for Zonal Geology

[1]

10.

Zonal Assistant Director for Zonal Geology

[1]

[-][-][-][-][-]

11.

Zonal Director for Zonal Economics

[1]

[-][-][-][-][-]

12.

Zonal Assistant Director for Zonal Economics

[1]

[-][-][-][-][-]

13.

Agriculture scientists

[2]

[-][-][-][-][-]

14.

Zonal Director for Zonal land survey

[1]

[-][-][-][-][-]

15.

Zonal Assistant Director for Zonal land survey

[3]

[-][-][-][-][-]

16.

Zonal Director for Zonal RCS computerization - Soft ware engineer

[-][-][-][-][-]

[1]

17.

Zonal Assistant Director for Zonal RCS computerization - Soft ware engineer

[3]

[-][-][-][-][-]

18.

Zonal Director for Information compiling – Soft ware engineer

[1]

[-][-][-][-][-]

19.

Zonal Assistant Director for Information compiling – Soft ware engineer

[3]

[-][-][-][-][-]

20.

Zonal Director for Map creation– Soft ware engineer

[1]

[-][-][-][-][-]

21.

Zonal Assistant Director for Map creation– Soft ware engineer

[3]

[-][-][-][-][-]

22.

Zonal captain- Air force

[1]

[-][-][-][-][4]

23.

Air force troop

[30]

[-][-][-][-][-]

24. [-][-][30][-][-]

Zonal captain- Navy

[1]

25.

Navy troop

[30]

[-][-][-][-][-]

26.

Zonal captain- Army

[1]

[2][-][-][-][-]

27.

Army troop

[30]

[-][-][-][-][-]

28.

Accounts officer

[3]

[-][-][-][-][-]

29.

Cashier

[3]

[-][-][-][-][-]

30.

Clerks

[4]

[-][-][-][-][-]

31.

Office assistants

[4]

[-][-][-][-][-]

32.

Store keepers

[4]

[-][1][-][-][-]

33. [-][-][-][-][-]

Drivers

[24]

35.

Mess

[5]

[1][-][-][-][-]

36.

Room boys

[5]

[1][-][-][-][-]

Falls and Rapid survey team

37.

Zonal FRS director – Hydraulic engineer

[1]

[-][1][-][-][-]

38.

Zonal FRS Mechanical engineer

[2]

[-][-][-][-][-]

39.

Zonal FRS computer engineer

[3]

[-][-][-][-][-]

40.

Zonal FRS Technical assistant – Army

[30]

[1][2][-][-][-]

41.

Zonal FRS Technical assistant –Navy

[-][-][10][-][-]

[15]

42.

Zonal FRS Mesons

[10]

[-][1][-][-][-]

43.

Zonal FRS Photographers

[4]

[-][-][-][-][-]

44.

Zonal FRS Doctors

[4]

[-][-][-][-][-]

45.

Zonal FRS Nursing staff

[3]

[-][-][-][-][-]

46.

Zonal FRS Laboratory assistant

[2]

[-][-][-][-][-]

47.

Zonal FRS Drivers

[12]

[-][-][-][-][-]

48.

Zonal FRS Cook

[6]

[1][-][-][-][-]

49.

Zonal FRS Laundry & Room boys

[10]

[1][-][-][-][-]

Plain river survey team

50.

Zonal PRS director

[1]

[1][1][-][-][-]

Hill side boat

51.

Zonal PRS Mechanical engineer

[2]

[1][-][-][-][-]

52.

Zonal PRS computer engineer

[2]

[-][-][-][-][-]

53.

Zonal PRS technical assistants

[2]

[-][-][-][-][-]

54.

Zonal PRS Photographer

[2]

[-][-][-][-][-]

55.

Zonal PRS Navy officer

[4]

[-][-][2][-][-]

56.

Boat security

[2]

[-][-][-][-][-]

Sea side boat

57.

Zonal PRS Mechanical engineer

[2]

[1][-][-][-][-]

58.

Zonal PRS computer engineer

[2]

[-][-][-][-][-]

59.

Zonal PRS technical assistants

[2]

[-][-][-][-][-]

60.

Zonal PRS Photographer

[2]

[-][-][-][-][-]

61.

Zonal PRS Navy officer

[4]

[-][-][2][-][-]

62.

Boat security

[2]

[-][-][-][-][-]

Supporting boat

63.

Zonal PRS Hydraulic engineer

[2]

[-][-][-][-][-]

64.

Zonal PRS Agriculture officer

[-][-][-][-][-]

[2]

65.

Zonal PRS Photographer

[2]

[-][-][-][-][-]

66.

Zonal PRS Navy officer

[4]

[-][-][4][-][-]

67.

Zonal PRS boat security

[2]

[-][-][-][-][-]

River scanner boat

68.

Zonal PRS Sonology engineer

[2]

[1][-][-][-][-]

69.

Zonal PRS Hydraulic engineer

[2]

[-][-][-][-][-]

70.

Zonal PRS Technical assistants

[2]

[-][-][-][-][-]

71.

Zonal PRS Photographer

[2]

[-][-][-][-][-]

72.

Zonal PRS Navy officer

[4]

[-][-][2][-][-]

73.

Zonal PRS boat security

[2]

[-][-][-][-][-]

Land marking boat

74.

Zonal PRS Mechanical engineer

[2]

[1][1][-][-][-]

76.

Zonal PRS Technical assistant

[4]

[-][-][-][-][-]

77.

Zonal PRS Mesons

[10]

[1][-][-][-][-]

78.

Zonal PRS Photographer

[2]

[-][-][-][-][-]

79.

Zonal PRS Navy officer

[4]

[-][-][2][-][-]

80.

Zonal PRS boat security

[2]

[-][-][-][-][-]

Security boats – Five boats

81. [-][-][10][-][-]

Zonal PRS Navy officer-4 per boat

[20]

82.

Zonal PRS navy security officer- 4 per boat

[20]

[-][-][-][-][-]

83.

Zonal PRS Doctors-one per boat

[5]

[-][-][-][-][-]

84.

Zonal PRS Nursing staff-two per boat

[10]

[-][-][-][-][-]

Vehicle, mess, lodging.

85.

Drivers

[20]

[-][-][-][-][-]

86.

Mess workers

[10]

[1][-][-][-][-]

87.

Dhobi and room boys

[15]

[1][-][-][-][-]

Stand by

88. [-][-][-][-][-]

Navy officer

[4]

89.

Mechanical engineer

[2]

[-][-][-][-][-]

90.

Hydraulic engineer

[1]

[-][-][-][-][-]

91.

Photographer

[2]

[-][-][-][-][-]

Total vehicles

[-]

[-][14][112][5][7]

Sl. No.

Designation & Qualification.

[Number of posts]

[Trucks][Lorry's][Boats][Ships][Helicopter]

Total cost for the vehicles.

sl. no.

Vehicle

[Central] [Central *1]

[Coastal] [Coastal*2]

[Zonal] [Zonal*7]

[Total No. V]

[Cost/unit] Total cost

1.

Car

[14][14]

[10][20]

[29][203]

[237]

[40000[0] 94800000

2.

Jeep

[11][11]

[7][14]

[22][154]

[179]

[600000] 107400000

3.

Van

[0][0]

[1][2]

[0][0]

[2]

[800000] 1600000

4.

Minibus

[3][3]

[4][8]

[6][42]

[53]

[1200000] 63600000

5.

Bus

[0][0]

[0][0]

[6][42]

[42]

[2000000] 84000000

6.

Truck

[5][5]

[3][6]

[16][112]

[123]

[1200000] 147600000

7.

Lorry

[3][3]

[3][6]

[8][56]

[65]

[1500000] 97500000

8.

Boat

[10][10]

[40][80]

[62][434]

[524]

[3000000] 1572000000

9.

Ship

[2][2]

[3][6]

[0][0]

[8]

[Navy]

10.

Helicopter

[2][2]

[1][2]

[4][28]

[32]

[Air force]

sl.no.

Vehicle

[Central] [Central *1]

[Coastal] [Coastal*2]

[Zonal] [Zonal*7]

[Total No.V]

[Cost/unit] 2168500000

Total:

Total cost for the vehicle is two hundred and sixteen crore, eighty five lakh rupees.

Total cost for the vehicle is Rs2168500000 (Two hundred and sixteen crore, eighty five lakh rupees).

6. Fuel for the vehicles:

sl.no.

Vehicle

[Total number of vehicle]

[Fuel per month per vehicle]

[Fuel per month from all the vehicle]

[Fuel for one year for all the vehicle]

Fuel for total six working years

1.

Car

[237]

[25000]

[5925000]

[71100000]

426600000

2.

Jeep

[179]

[30000]

[5370000]

[64440000]

386640000

3. [2] 4320000

Van [30000]

[60000]

[720000]

4.

Minibus

[53]

[20000]

[1060000]

[12720000]

76320000

5.

Bus

[42]

[10000]

[420000]

[5040000]

30240000

6.

Truck

[123]

[30000]

[3690000]

[44280000]

265680000

7.

Lorry

[65]

[30000]

[1950000]

[23400000]

140400000

8.

Boat

[524]

[20000]

[10480000]

[125760000]

754560000

9.

Ship

[8]

[100000]

[800000]

[9600000]

[-]

10.

Helicopter

[32]

[100000]

[3200000]

[38400000]

[-]

Subtotal: 2084760000

9. [Fuel for ship for one year] 9600000

10. [Fuel for helicopter for one year]

38400000

Total: 2132760000

Fuel for total working years is Two hundred and thirteen crores, twenty seven lakh and sixty thousand rupees

Fuel for total working years is Rs2132760000 (Two hundred and thirteen crore, twenty seven lakh and sixty thousand rupees).

7. Allowances:

Is the amount of money for traveling, daily allowances, house rent, petrol allowances and others. Since this is the work done in the open field in the water paths the allowances charge may go up including the condiments for preparing food at the camps, charges for lodging and others. And the allowances may come up to 40% of the total salary. If the total salary is Rupees 706,33,44,000 rupees for six years. Then the allowances may come up to Rupees 2825337600 (Two hundred and eighty two crore, fifty three lakhs, thirty seven thousand and six hundred rupees) for six years.

8. Manual/Books/files/papers:

Is the finance for the preparation and the printing of the manual, letter pads and other books for the office. The central office may need Rs.7500000-, the coastal offices may require Rs.1000000- and the zonal offices may need Rs.1500000- for the entire project.

Sl.no.

Office

[Number of offices]For one office

For all the offices

1.Central[1] 7500000 7500000

2.Coastal[2] 1000000 2000000

3.Zonal[7] 1500000 10500000

Total: 20000000

Two crores rupees

Manual/Books/files/papers costs Rs20000000 (Two crores rupees)

9. Director’s Fund.

Is the money kept in the account of the director of the each office for the purpose utilizing the money for any other work which is not mentioned in place and the work is not coming under any heading mentioned in the office manual. And this can be drawn after calling for the meeting of all the directors and the necessity of spending the money is present, then it can be added to one of the heading or a new heading is created if needed. Initially we can keep one crore rupees in each office. So, totally we need to keep Rs.100000000- (Ten crore rupees) from one central, two coastal and seven zonal offices.

10. Others: Consultation/creation.

Some times we may have to take the consultation from the organization/institution, may be national or international at some point and this will be done only by the central office with the permission of the director and we may have to discuss regarding the consultation charges and need to take the help. We can keep Rs.20000000- (Two crore rupees) for this purpose.

Total finance for survey and monitoring the project:

All the financial aspects mentioned earlier includes the money for doing the survey and for monitoring/ supervising the work done by the contractor/ state government/ district government/ village panchayat people. And the total money required for the purpose of survey and supervision is mentioned in the following table.

Sl.no. Finance planned for the purpose.

Amount Planned

1. Salary for the employs 7063344000

2. Cost of the Central, coastal, zonal office building. 2737440000

3. Cost of the Central, coastal, zonal office Infrastructure: 439200000

4.Cost of the Instruments used in the project 469280000

5.Cost of the Vehicles used in the project 2168500000

6.Fuel for the vehicles 2132760000

7.Allowances 2825337600

8.Manual/Books/files/papers 20000000

9.Director’s Fund 100000000

10.Others: Consultation/creation 20000000

Total: Rs. 1797,58,61,600

One thousand seven hundred and ninety seven crore, fifty eight lakhs, sixty one thousands and six hundred rupees

Total finance for survey and monitoring the project Rs. 1797,58,61,600

One thousand seven hundred and ninety seven crore, fifty eight lakhs, sixty one thousands and six hundred rupees .

10.39. Finance for Creation of RCS.It is the amount of money needed for Digging the primary channel, and some of the secondary channels, Construction of the barrier wall, Installation of the electronic control system.

The total length of the primary channel may come up to 40000 (forty thousand) kilometers. The primary channel1-10000kms, pc2-10000kms, pc3-5000kms, pc4-5000, other pc’s and short pc’s- 10000kms. We may need to create one barrier wall for every 10 kilometers across the primary channel and the other barrier wall across the natural flow path if present or at the beginning/ origin of the secondary channel, so we need to create 4000 barrier walls across the primary channel and 4000 barrier wall across the natural path/at the origin of the secondary channel, total of 8000 barrier walls. We may need to create 80000 kilometers of the secondary channels (double the length of the primary channel) apart from the natural secondary channels. Maximum five sensor and one phone connection per sensor is needed for one barrier wall across the primary channel (1 st sensor proximal to the bw of the pc, 2nd sensor distal to bw of the pc, 3 rd sensor proximal river/natural path way/secondary channel bw, 4th sensor distal to river/natural path way/secondary channel bw and 5 th

sensor at the ending of the river/natural path way/secondary channel/sea coast), so we need 20000 sensors with 20000 phone connection.

Every kilometer of the primary channel digging with the dimension of 50 meters height, 30 meters floor, 60 meters width at ground level with the side walls of 52 meters with the angle of 20 degree to the perpendicular line drawn to the floor at the junction of floor with the side wall may cost about Rs.2000000-.

Every kilometer of secondary channel digging with the dimension of 30 meters height, 20 meters floor and 40meters width at ground level with the side walls of 31 meters with the angle of 22 degree to the perpendicular line drawn to the floor at the junction of floor with the side wall may cost about Rs.1200000-.

Average cost for constructing the barrier walls may come up to Rs2000000- (Twenty lakhs) per barrier wall. All the barrier walls constructing across the primary channel will be of uniform size, where as the barrier wall constructing across the natural paths and at the beginning of the secondary channel will be different size.

One set of sensor with phone (Including the connection charges) with the electronic converter with the dish may cost Rs5000-

Each control station may cost about Rs.20000000- (Two crore) like that we need to create 8 stations, one central and seven zonal.

The total cost for creation of the RCS is shown in the table,

Sl.no. Work description

[Working unit]

[Cost in rupees per unit work]

Total cost in rupees

1.For digging primary channel - in kilometers

[40000]

[2000000]

80000000000

2.For digging secondary channel-in kilometers

[80000]

[1200000]

96000000000

3.Number of barrier walls

[8000]

[2000000]

16000000000

4.Electronic sensor set

[20000][5000]

100000000

5.Control stations [8][20000000]

160000000

Total: Rs. 192260000000

Total cost in rupees for creation of RCS is Nineteen thousand two hundred and twenty six crores.

The total cost for creation of the RCS in rupees is Rs192260000000 (Nineteen thousand two hundred and twenty six crore).

10.40. Total expense for RCS.This is the cost of the survey and monitoring of the work, creation of the RCS.

Sl.No. Mode of the work Cost in rupees.

1.Cost of the survey and monitoring of the work

1797,58,61,600

2.Cost of creation of the work 19226,00,00,000

Total cost of survey and creation

21023,58,61,600

The total cost is Twenty one thousand and twenty three crore, fifty eight lakhs, sixty one thousand and six hundred rupees.

3.Rehabilitation Fund 15000,00,00,000

Gross expense 36023,58,61,600

The gross expense is Thirty six thousand and twenty three crore, fifty eight lakhs, sixty one thousand and six hundred rupees.

If we consider the excess margin of 30 to 50% the work should complete with “Fifty thousand crore (5,00,00,00,00,000)”.

10.41. Finance for maintenance per annum.In the process of maintenance the salary that is given to the employs will remain as the same. The fuel for the vehicles, the allowances, expense towards the books, papers and other office materials will decrease to 15 to 30 % of the expenses done during survey and monitoring the creation work.

The money spent for construction of buildings, infrastructure, instruments and vehicles will remain as the asset for the government.

Sl.no.

Mode of maintenance expense

[Creation Expense calculated for 6 years]

[Creation annual expense.]

[Level of decrement.]

Annual Maintenance expense

1.Salary for the employ

[7063344000]

[1177224000]

[1]

1177224000

2.Fuel for the vehicle

[2132760000]

[355460000]

[0.3]

106638000

3.Allowances for the employ

[2855337600]

[475889600]

[0.2]

95177920

5.Office material-books/files…

[20000000]

[3333333]

[0.2]

666666.6

Total: Rs. 1379706587

The annual maintenance expense become One hundred and thirty seven crore, ninety seven lakhs, six thousand, five hundred and eighty seven rupees

The annual maintenance expense become Rs1379706587 (One hundred and thirty seven crore, ninety seven lakhs, six thousand, five hundred and eighty seven rupees) .

10.42. Annual income of the RCS .Once the Reticular canal system is completely established we need to collect the revenue from the areas where the reticular canal system is supplying the water for agriculture and industrial purpose. No revenue is collected for drinking water; some times the corporation may collect the charges for giving salary of the corporation employs and for maintenance and establishment of the pipelines. The total area of India is 32,87,263 (Thirty two lacks, eighty seven thousand, two hundred and sixty three ) square kilometers or 32,87,26,300 (Thirty two crore, eighty seven lakhs, twenty six thousand and three hundred ) hectares. In this total area we may not be creating RCS in some of the northern and north eastern states like Jammu & Kashmir, Sikkim, Assam, Arunachalapradesh, Nagaland, Manipur, Mizoram, Tripura, Megalaya, and in the islands belonging to India, thinking that there is sufficient water available for all the pupose, if needed the same system can be applied to these states also.

It is necessary to collect Rupees 25 (Twenty five) per hectare of land per month or Rupees 300 (three hundred) per hectare per year. The money can be paid like electricity bill as practiced today individually or through village panchayat agriculture association after establishment of the same.

The states, coming under the 1st stage RCS and the area of land it has are mentioned in the following table.

Sl.No.Name of the state/UT

Area in square kilometers

State

1 Andra pradesh 275068

2 Bihar 94163

3 Chhattiisgarh 135100

4 Goa 3702

5 Gujarat 196024

6 Haryana 44212

7 Himachalapradesh 55673

8 Jarkand 79714

9 Karnataka 191791

10 Kerala 38863

11 Madyapradesh 308346

12 Maharastra 307690

13 Orissa 155707

14 Punjab 50362

15 Rajastan 342239

16 Tamilnadu 130058

17 Uttaranchal 55845

18 Uttarpradesh 238566

19 West bengal 88752

Union territory

20 Chandigarh 114

21 Pondicherri 492

22 NCT-Delhi 1483

23Dadra & Nagar Haveli 491

Total area of 1st

stage RCS coverage in square kilometers. 2794455

In the first stage the area covered under RCS is 2794455 square kilometers or 279445500 (Twenty seven crore, ninety four lakhs, forty five thousand and five hundred) hectares. Out of this 25% of the land may not be suitable for agriculture like forest area, the sand soil area, villages/cities. So, in the remaining area we can collect the revenue that is 75% of 279445500 hectare is 209584125 Hectares.

The monthly revenue becomes- 209584125 × Rs.25 = 5239603125 rupees per month.

The annual income becomes = 5239603125 × 12 months = 62875237500 rupees per year.

The annual revenue collection becomes Six thousand, two hundred, eighty seven crore, fifty two lacks, thirty seven thousand and five hundred rupees.

10.43. Expense – Income balance sheet.It is the balance sheet of initial investment, annual expenses and the annual income.

1 Initial investment.

208051208800

2 Rehabilitation fund 150000000000

3 Annual total income. 62875237500

4 Annual maintenance expense.

1379706587

5 Annual saving (Row3-4=5)

61495530913

6 Refunding of the initial investment.

Can be done with in 3 to 4 years.

10.44. NIP Intelligence.This is basically needed for identifying the problem causing situation may from any person, staff, or the problem at the site like unidentified damaged gate and others and thus to prevent the possible future complication early. The strategies and the needed action plan can be discussed with the concerned officials and needed plans and actions can be done.

10.45. The RCS law.I am not writing the law as such here, but I have suggested some of the points to be considered while creating the strategies for RCS law on humanitarian grounds. Law basically formulated to protect the humanitarian values accepted universally in the society. In RCS creation process also so many such situations arises.

Land acquisition:

Nothing can replace the land for the land for a farmer with minimal land and if he entirely depends on it so some times we need to replace the land for land.

The lands replacement for the involved land area will be done according to the details mentioned in the ‘Data collection before survey’ done at thahsildhar, corporation commissioner, district commissioner, state commissioner office of the house and land details.

Mean while if some body wants to divide the property the owner ship changes according to the divisions made.

Redistribution of the land done only after the completion of the survey process including the channel patency testing.

No work is started till the survey is completed including the channel patency testing.

No one is allowed to construct any new structure for the total width of 500 meters (250 meters on either the sides of the game road created at the primary channel course.

Place for model village is identified, the total number of houses needed are calculated, the model roads and the model railway tracts are identified and the land marking are done. There is a possibility of generation of lot of land for agriculture because of many reasons. The present villages are larger in size, haphazard, improper roads. The size of the village decreases if we consider for apartment type of housing, so with less area we can have more houses with better infrastructure, roads, water supply, electric supply, sanitation, bus and railway station and others. The present roads are long, narrow, has lots of curves, and presence of bushes and waste land on either the sides of the land, with the creation of model road, the roads becomes wider by the length becomes short, the waste land on either the sides is used ether for the road or for the agriculture and thus we get more land for agriculture and other purpose and the total area consumed by the road decreases. Many roads will vanish and it will be converted in to agriculture fields as many satellite villages with 10 – 20 houses with a road, bus stop and a small ground will come together in the model village, only one village per one village panchayat limit is created. Many single farm houses, roads for that house will decrease as they also start living in the village as all the lands are farmed together in the future. This type of extra land created is utilized first for the purpose of Rehabilitation and then it may be distributed to the land less working people to make them to get owners share in the village panchayat association that is going to arise in the future to utilize our population effectively to make our nation a developed country.

Housing:

If a house is coming in the way of RCS, it is rehabilitated by giving Cost of the house with the cost of the site (House + Site value) or same area of the site with the cost of the house. No house is constructed and given to the owner.

If a school / public office building are involved then it is constructed and given at a different place with the same dimension of site.

Appointments.

The number of appointments, the prerequisite, salary, increment, allowances like TA/DA, house allowances, fuel allowances, leave facility and others can be discussed with all the directors and the strategies / law can be prepared.

Contract law.

What work to give for contract, to whom the contract can be given, what are the prerequisites, how much is the levy money for getting the contract, how much money to be released at what stage are discussed with all the directors and the strategies / law can be prepared.

Revenue.

It is suggested that we can collect 25rupees per month per hectare of land or 300 rupees per hectare of land per year as revenue.

The strategies for revising the revenue.

If the customer (Farmer/Agriculture association) is not paid the revenue in time what are the necessary actions to be taken like interest for the revenue, stopping water supply and others.

Usually no scarcity of water occurs, some time it can occur if we do not manage the system properly and the people may refuse pay the revenue, so we need to think the plans for such situations.

Damage.

If damage occurs to the RCS, like damage to the walls of the canals/barrier wall/gate/electronic equipment due to the negligence of the staff or by any person what are the action to be taken and how to recover the damage charges if needed to be discussed and law has to be made.