Central Ground Water Board Department of Water Resources ...

कें द्रीय भूमि जल बोर्ड

जल संसाधन, नदी विकास और गंगा संरक्षण

विभाग, जल शक्ति मंत्रालय

भारत सरकार

Central Ground Water Board Department of Water Resources, River Development and Ganga Rejuvenation,

Ministry of Jal Shakti Government of India

AQUIFER MAPPING AND MANAGEMENT

OF GROUND WATER RESOURCES SAWAI MADHOPUR DISTRICT, RAJASTHAN

पविमी के्षत्र, जयपुर

Western Region, Jaipur

पपपपपपप

पपपपपपप,

पपपपप

Western Region,

Jaipur

FOR OFFICIAL USE ONLY

AQUIFER MAPPING AND

GROUNDWATER MANAGEMENT PLAN

SAWAI MADHOPUR DISTRICT,

RAJASTHAN

Government of India

Ministry of Jal Shakti

Central Ground Water Board

Draft Report

Soil Infiltration Test Farm Pond

Aquifer- Zone I

Aquifer- Zone II

Water Sample Collection 3 D Model- Sawai

Madhopur District

Cross Section

Aquifer Mapping and Management Plan of Sawai Madhopur District, Rajasthan-AAP 2020-21

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Ministry of Jal Shakti, Department of Water Resources,

River Development and Ganga Rejuvenation Government of India

Report on

AQUIFER MAPPING AND GROUND WATER

MANAGEMENT PLAN

SAWAI MADHOPUR DISTRICT, RAJASTHAN

(5020.65 sq.km)

AAP 2020-21

पपपपपपप पपपपपपप, पपपपप

Western Region, Jaipur September – 2020


AQUIFER MAPPING AND MANAGEMENT PLAN SAWAI MADHOPUR DISTRICT, RAJASTHAN

(5020.65 sq.km.)

CONTRIBUTORS

Principal Authors

Priya Kanwar

:

Scientist-C

Sayelli Tembhurne : Scientist-B

Supervision

Dr. S. K. Jain : Regional Director

Sh. M. K. Sharma Scientist-D

Guidance & Support

Sh. S.K. Pareek : Scientist-D


AQUIFER MAPPING AND MANAGEMENT PLAN SAWAI MADHOPUR DISTRICT, RAJASTHAN

(5020.65 Sq.km.)

Table of Contents

Chapter No. Chapter Page No.

District at a Glance

1 INTRODUCTION 1

1.1 Objective 1

1.2 Scope of Study 1

1.3 Approach & Methodology 1

1.3 Study Area 2

1.4 Data Availability and Data Gap Analysis 4

2 Climate and Rainfall 6

2.1 Rainfall 6

2.1.1 Areal Distribution of Rainfall 7

2.1.2 Variability of Rainfall 8

2.1.3 Probability Analysis 9

2.1.4 Drought Analysis 10

3 Physiographic Set Up 12

3.1 Physiography 12

3.2 Geomorphology 13

3.3 Land use 15

3.4 Drainage and Hydrology 17

3.5 Soil 19

3.5.1 Soil Infiltration Test 21

3.6 Prevailing Water Conservation and Recharge Practices 23

4 Hydrogeological Framework 25

4.1 Geology 25

4.2 Ground Water Exploration 27

4.3 Ground Water Dynamics 31

4.3.1 Water Level Behaviour 32

4.3.2 Ground Water Flow 37

4.3.3 Decadal Water Level Trend 37

5 Aquifer Map and Aquifer Characteristics 42

5.1 Aquifer Disposition 42

5.2 Aquifer Characteristics 46

6 Ground water Quality 47

6.1 Major Quality Parameters 48

6.2 Suitability for Drinking 50

6.3 Suitability for Irrigation 53

7 Ground Water Resources 56

7.1 Recharge Components 56

7.2 In-storage Resources 59

8 Aquifer Management Plan 60


8.1 Ground Water Related Issues 60

8.2 Ground Water Management Plans 62

8.2.1 Supply Side Management 62

8.2.2 Demand Side Management 65

8.2.3 Expected Benefits 67

Sum Up 68

Recommendations 69

References 70

Block-wise Aquifer Maps and Management Plans 71

Bamanwas Block 72

Bonli Block 81

Chauth Ka Barwara Block 90

Gangapur City Block 99

Khandar Block 108

Sawai Madhopur Block 117

Micro-level Aquifer Management Plans-10 villages 118-156

List of Photographs A Soil Infiltration Test – Set Up And Conducting B Naquim Field Work- Well Inventory, Data And Water Sample Collection C Water Conservation Structures Already Constructed By State Government

Departments In Sawai Madhopur District D Agriculture, Horticulture And Landform- In Sawai Madhopur District

List of Annexures I Data Gap Analysis of Ground Water Exploration, NHS and Geophysical Surveys II Annual Rainfall Data (mm) & Percentage Departures at different Rain Gauge

Stations in Sawai Madhopur District III Wells drilled by CGWB and SGWD in Sawai Madhopur District IV Water Level and Water Table Data of May 2020 and November 2019 of Sawai

Madhopur District V Details of Key wells Established during NAQUIM Field Work VI Water Quality Parameters of Ground Water Samples of Sawai Madhopur

District

List of Figures: Sawai Madhopur District

1.1 Administrative Map

1.2 Data Gap Analysis Map

2.1 Monthly Temperature Graph

2.2 Isohyetal Map

2.3 Spatial variation of Average Annual Rainfall

2.4 Average Annual Rainfall and its Departure Percentage

2.5 Probability Analysis of Annual Rainfall

3.1 Digital Elevation Map

3.2 Geomorphology Map


3.3 Drainage Map

3.4 Soil Map

3.5 Soil Infiltration Rate

4.1 Geology

4.2 Hydrogeology

4.3 Depth to Water Level Map of May 2020

4.4 Depth to water Level Ranges Vs Area Graph-May 2020

4.5 Depth to Water Level Map of November 2019

4.6 Depth to water Level Ranges Vs Area Graph-November 2019

4.7 Water Table Elevation Contour

4.8 Decadal Water Level Trend Map-Pre-Monsoon Season

4.9 Decadal Water Level Trend Map-Post-Monsoon Season

4.10 Hydrographs showing declining trends

4.11 Hydrographs showing rising trends

5.1 3 D Aquifer Disposition

5.2 3 D Fence

5.3 Section Lines for Aquifer Disposition

5.4 Section Line A-A’ (~N-S) for Aquifer Disposition

5.5 Section Line B-B’ (~NW-SE) for Aquifer Disposition

5.6 Section Line C-C’ (~SW-NE) for Aquifer Disposition

6.1 Water Quality Sampling Locations

6.2 Distribution of Electrical Conductivity, High Nitrate Fluoride

6.3 Percentage Distribution of GW Samples

6.4 US Salinity Diagram

7.1 Recharge from Various Components

7.2 Ground Water Availbility Vs Draft

8.1 Graph of Availability Vs Draft of Ground Water

8.2 Block-wise Stage of GW Development

8.3 Groundwater Draft

8.4 Area Identified for Artificial Recharge

8.5 Expected Stage of Ground Water Development

8.6 Sprinkler Irrigation and Wheat-Gram Cultivation

List of Tables

1.1 Data Availability and Data Gap Analysis

1.2 Data Gap Analysis

2.1 Results of Statistical Analysis of Rainfall Data

2.2 Block-wise Rainfall Analysis for Probability Percentage

2.3 Block-wise Rainfall Analysis of Drought and its Frequency

3.1 Physiographic set up

3.2 Geomorphology

3.3 Land Use Pattern

3.4 Major Crops


3.5 Season-wise crops

3.6 Area irrigated with sources

3.7 Block-wise Irrigated Area

3.8 Block-wise Irrigation Schemes

3.9 Distribution of soil

3.10 Classification of Soil Infiltration Rates

3.11 Analysis of Soil Infiltration Tests

3.12 Number of Rainwater harvesting/Conservation Structures constructed

4.1 Geological Succession

4.2 Block-wise Details of Exploration

4.3 Block-wise Details of Exploration in Alluvium Fm

4.4 Block-wise Details of Exploration in Metamorphic Fm

4.5 Block-wise Details of Exploration in Sedimentary Fm

4.6 Block-wise Depth to water Level Ranges in May 2020 and Nov 2019

4.7 Depth to water Level Ranges V/s Area in May 2020

4.8 Block-wise Depth to water Level Ranges in May 2020

4.9 Depth to water Level Ranges V/s Area in November 2019

4.10 Block-wise Depth to Water Level Ranges in November 2019

5.1 Aquifer Characteristics Derived from Exploration

6.1 Classification of Ground Water Samples as per BIS Drinking Water Standards

6.2 Hardness Classification of water

6.3 Classification of water based on Total Dissolved Solids

6.4 Classification of Ground Water Samples based on EC

6.5 Classification of Ground Water Samples based on SAR

6.6 Classification of Ground Water Samples based on Na%

6.7 Classification of Ground Water Samples based on RSC

7.1 Area for Resource Assessment (as on March 2017)

7.2 Recharge Components Evaluated for Resource Estimation

7.3 Block wise GW Resources

7.4 Block wise In-storage Resources

8.1 Block-wise Proposal of Water Conservation Structures

8.2 Block-wise Water Availability after Supply Side Interventions in Sawai Madhopur District

8.3 Block-wise proposal for adopting Micro-Irrigation

8.4 Block-wise proposal for Crop Change and Water Saving

8.5 Ground Water Availability & Stage After Interventions

8.6 Sprinkler Irrigation and Wheat-Gram Crops


District at a Glance SALIENT INFORMATION

District Name Sawai Madhopur

Longitude 75°59’00” and 77°00’50” East

Latitude 25°44’59” and 26°41’00” North

Geographical Area sq.km 5020.65

Hilly Area (sq.km) 692.15

Population (2011) 1335551

Climate Average Temperature range (°C) Maximum: 18 to 42

Minimum : 10 to 20

Rainfall Analysis

Normal Rainfall (mm) 721 Mean Annual rainfall (mm) 714.89 Highest annual rainfall (mm) with year 1116.6 (2011) Lowest annual rainfall (mm) with year 239 (2002) Standard deviation (mm) 212.85

Coefficient of Variation (%) 29.77

Drought Analysis No. of years of Drought Frequency %

Mild (0 to -25%) 14 28

Normal (-25% to -50%) 4 8

Severe (-50% to -75%) 1 2

Most severe (-75% to -100%) Nil 0

Probability of Normal Rainfall 53%

Geomorphology

Alluvial Plain of Morel, Banas and Chambal Rivers their valley fills, Aeolian sediments, Pediments (normal and Burried), Structural and Denudational Hills and Ravines

Elevation (m amsl) 164.4-541

Geology • Alluvium (sand/ silt and clay alternating

beds). Age: Recent to Sub-recent

• Metamorphic formation of Bhilwara

Supergroup, Age: Archean

• Sedimentary formation of Vindhyan

Supergroup, Age: Upper Proterozoic

Drainage & Hydrology

Drainage Basin/Sub-Basin Chambal/Banas

Minor Irrigation Projects CCA <2000ha 14 with CCA 13846.04 ha Medium Irrigation Projects CCA between 2000 ha and 10000 ha

4 with CCA 22670.71 ha

LAND USE, AGRICULTURE, IRRIGATION & CROPPING PATTERN

Geographical Area in ha. 497145

Forest Area in ha. 82887 Net Sown Area in ha. 249036


Area sown more than once in ha. 132587

Rain-fed Crop

Pearl millet-Mustard, Fallow-Mustard/ Gram, Pearl millet-gram Black gram/ Cowpea / Cluster-bean - Mustard/ Gram

Irrigated Crop Pearl millet-Mustard/ Wheat / Barley / Gram, Sesame - Mustard/ Wheat

Area under Irrigation (Net) in ha

Surface Water 786

Ground Water 186386

Other sources 9314

Season wise crop area in ha.

Kharif Rabi Zaid Rabi

Sown 177494 203858 273

Irrigated 6896 189425 273

Principal Crops

Crop Type Cereals 130420

Oil Seeds 132546

Pulses 110002

Spices 3617

Guava, Lemon and Citrus fruits 2757

Vegetables 1793

Hydrogeology

Monitoring Stations (May 2020)

CGWB 24

SGWD 127

NAQUIM Key Wells 20

WATER LEVEL BEHAVIOUR Pre-Monsoon

(May-2020) Post-Monsoon

(November-2019) Water Level (m bgl) 2.25-53.78 0.29- 38.19

Water Level Trend (2010-2019) Pre-monsoon Post-monsoon

Average Trend (m/year) 0.726 0.002

Pre-monsoon Post-monsoon

Rise -1.16- -0.027 -1.778- -0.007

Fall 0.001- 2.57 0.003-2.228

AQUIFER DISPOSITION

Number of Aquifers (Major) One

Number of Zones Two

I Alluvium/Weathered

II Fractured

Status of GW Exploration CGWB GWD

75 42

BASIC AQUIFER CHARACTERISTICS

Type of Aquifer Zone-I (Phreatic) Zone-II (fractured)


Depth of Occurrence (mbgl) 12.63-30.32 116-122.89 Granular/Weathered/ Fractured rocks thickness (m) 17.62 6

Yield Potential 0.6-3000 0.45-1000

Specific Yield (Sy) 0.073 0.017 Transmissivity (T) 0.45- 272 0.24-63.23 CHEMICAL QUALITY OF GROUND WATER

Electrical ConductivityµS/cm at 25°C 320 to 8200

pH 6.9 -8.8

Suitability for Drinking TDS Range % samples

Fresh 0-3000 90.75%

Brackish >-3000 9.20%

Hardness Range % samples

Soft 0 – 75 4.20

Moderately Hard 75 – 150 13.45

Hard 150 – 300 42.86

Very Hard >300 39.50

NO3 in mg/l>45 mg/l Permissible Limit 16.81%

F in mg/l – 1 to 1.5 mg/l Between DL & PL 19.33% >1.5 mg/l > Permissible Limit 36.13% Suitability for Irrigation

EC RSC (meq/l)

Type of Water Classification % samples Range % samples

< 1.25 59.66%

Low Saline< 250 mg/l Excellent 0% 1.25 - 2.0 10.08% Medium Saline 250–750 mg/l Good 17.09% 2.0 - 2.5 0.84% Highly Saline 750 –2250 mg/l Permissible 58.97% 2.5 - 3.0 2.521% Very Highly saline>2250 mg/l Doubtful 25.64% > 3.0 26.89%

Na% SAR Water Class Range % samples Water Class Range % samples

Excellent < 20 10.26% Water Class Range % samples

Good 20 - 40 18.8% Excellent <10 77.78%

Medium 40 - 60 31.62% Good 10 to 18 18.8%

Bad 60 - 80 12.82% Medium 18 to 26 2.564%

Very Bad > 80 26.5% Bad >26 1.70%

GROUND WATER ISSUES 1. Inland Salinity In 1202.2 sq.km area of Bamanwas, Gangapur

City, Bonli and Chauth Ka Barwara Blocks. 2. Over-Exploitation – Resource Availability

At present the Ground water Draft is more than Annual Availability thus the district is deficit of


155.43 mcm water. 3. Rainfall and Drought Mild Droughts in 28% years

Normal Droughts in 8.00% years Severe Drought in 2.00% years

4. Decadal Water Level Trend (2010-2019)-

Overall 68% area in Pre-monsoon and 39% area in Post monsoon seasons show Declining trends at an average rate of 0.72 and 0.002 m/year respectively.

GROUND WATER RESOURCE & EXTRACTION

Ground Water Recharge Worthy Area (Sq. Km.) 4328.5

Total Annual Ground Water Recharge (mcm) 484.86

Natural Discharge (mcm) 48.486

Net Annual Ground Water Availability (mcm) 449.82

Existing Gross Ground Water Draft for All uses(mcm) 605.25

Provision for domestic and industrial requirement supply to 2025(mcm)

142.66

Stage of Ground Water Development % 134.55

Category Over Exploited

In-Storage Resource

Total Area (Sq. km) 4328.5

Mean aquifer 70489.9

Total Resource 5203.55

Utilizable Volume (mcm) 1040.71


Resource (mcm) 665.54


Total In-storage Resource (mcm) 1124.52 Total Resource Dynamic + In-storage 1574.34

Sustainability Period in years with existing draft 3 years

GROUND WATER RESOURCE ENHANCEMENT

Area identified for Artificial Recharge & Conservation 2016 sq.km

Existing Structures constructed by State Govt. 1698

Farm Pond / Khet Talai 658

Mini Percolation tank 425

Earthen Check Dam (ECD) 153

Percolation tank 123

Roof Top Water Harvesting Structure 77

Talai (Talab) 76

Contour Continuous Trench (CCT) 51

Loose Stone Check Dam (LSCD) 40

Recharging Shaft for Aquifers 32

Anicut 28

Sunken Pond 16


Staggered Trench 13

Pakka Check Dam 6

SUPPLY SIDE MANAGEMENT

Water Supply (mcm)

Agricultural Supply -GW 487.0439

Domestic Supply - GW 106.468

Total Supply 593.5119

Area of District (sq. km.) 5020.65

Area suitable for Artificial recharge (sq.km) 1531

Type of Aquifer

Soft Rock Area (sq.km) 2147.37

Hard RockArea (sq.km) 2341.69 Volume of Sub surface Storage Space available for Artificial Recharge (mcm)

918.14

Surplus Surface water Availability (mcm) 137.04

Catchment Area Treatment

Area proposed for catchment area treatment in ha 7498.7 Water conserved in catchment area treatment (mcm) 2.55 Water Conservation Structures Proposed No. of Structures 5220 Mini Percolation Tanks 2816 Percolation Tank 1388

Pacca Check Dams 715

Anicut 288

Mini Storage Tanks 13

Volume of Water expected to be conserved (mcm) 10.297

Total Volume of water conserved in catchment area and Water Conservation Structures mcm 7.70 Farm Ponds

No. of Farm Ponds 18478 water conserved through farm ponds (mcm) 22.17

DEMAND SIDE MANAGEMENT Micro irrigation techniques

Use of Sprinklers for Irrigation

Irrigation Area (ha) proposed for irrigation through Sprinkler 93193 Water Saving by use of Sprinklers 74.55 Cropping Pattern change Cropping Area (ha) proposed for change in crop 32136

Water Saving by Change in Cropping Pattern 32.11

EXPECTED BENEFITS

Net Ground Water Availability (mcm) 2017 449.82 Additional GW resources available after Supply side interventions (mcm) 7.70


Net Ground Water Availability after Supply side intervention 457.52

Ground Water Availability after Demand side intervention 106.66

Existing Ground Water Draft for All Purposes (mcm) 605.25

GW draft after Supply Side Interventions (mcm) 583.08

GW draft after Demand Side Interventions (mcm) 476.42

Present stage of Ground Water Development (%) 134

Projected Stage of Ground Water Development after Supply Side interventions (%) 127.44 Projected Stage of Ground Water Development after Demand Side interventions (%) 104.13 In-storage Resources 1124.52

Net Availability after interventions 457.52

Total Ground Water Resources (In-storage & Availability after all interventions) mcm 1582.04 Sustainability of GW Resources with existing Draft (in years) 3


Page 1 of 156

Report on National Aquifer Mapping and Management

Sawai Madhopur District, Rajasthan (5020.65 sq.km)

1.0 Introduction

1.1 Objectives

Various developmental activities over the years have adversely affected the

groundwater regime in the state. There is a need for scientific planning in development

of groundwater under different hydrogeological situation and to evolve effective

management practices with involvement of community for better ground water

governance. In view of sprouting challenges in the ground water sector in the state

there is an urgent need for comprehensive and realistic information pertaining to

various aspects of groundwater resource available in different hydrogeological setting

through a process of systematic data collection, compilation, data generation, analysis

and synthesis. Hence, aquifer mapping and management of the study area is the need of

the hour.

1.2 Scope of the study

Aquifer mapping can be understood as a scientific process wherein a combination of

geological, geophysical, hydrological & chemical fields and laboratory analyses are

applied to characterize the quantity, quality, and sustainability of ground water in

aquifers. Aquifer mapping is expected to improve our understanding of the geological

framework of aquifer, their hydrologic characteristics, water level in aquifer and how

they change over time and space and the occurrence of natural and anthropogenic

contaminants that affect the portability of groundwater. Results of these studies will

contribute significantly to resource management tools such as long-term aquifer

monitoring network and conceptual and quantitative regional groundwater flow

models to be used by planners, policy makers and other stake holders. Aquifer mapping

at appropriate scale can help to prepare, implement, and monitor the efficacy of various

management interventions aimed at long term sustainability of our precious

groundwater recourses, which in turn will help to achieve drinking water scarcity,

improved irrigation facilities and sustainability of water resource in the state.

1.3 Approach & Methodology

Aquifer mapping is an attempt to integrate the geological, geophysical, hydrological &

chemical field and laboratory analyses and are applied to characterize the quality,

quantity and sustainability of groundwater in aquifer. Underthe National Aquifer

Program, it is proposed to generate Aquifer Maps on 1:50000 scale, which basically

aims at characterizing the aquifer geometry, behavior of groundwater levels and status


Page 2 of 156

of groundwater development in various aquifer system to facilitate planning of their

suitable management. The major activities involved in this process encompass

compilation of existing data, identification of data gaps, generation of data for feeling

data gaps and preparation of different aquifer layers.

Compilation of existing data (Central & State Govt.)

Generation of Different Thematic Layers

Identification of Primary Aquifer

Identification of Data Gaps

Data generation (water level, exploration,

geophysical, hydro-chemical, hydrogeological etc.)

Aquifer Maps with 3D disposition

Preparation of Aquifer Management Plan

1.4 Study Area

The Sawai Madhopur District is located in the eastern part of Rajasthan State at a

distance of about 180 kms to north east of Jaipur, the capital of the state and covers total

area of 5020.65sq.km. It was named after its founder Sawai Madho Singh-I of Jaipur. It

lies between latitudes north 25°44’59” and 26°41’00” and longitudes east 75°59’00” and

77°00’50” falls under Survey of India’s toposheet no. 54 B,54Cand 54 N. It is bounded in

the north by Dausa and north-east by Karauli Districts, in the east by state of Madhya

Pradesh, south by Kota while Tonk district constitutes its western boundary.


Page 3 of 156

Administratively, the district is divided into 8 sub-divisions and 7 tehsils (Sawai

Madhopur, Gangapur City, Bamanwas, Bonli, Khandar, Chauth Ka Barwara, Malarna

Dungar, Wazirpur). It has six development blocks viz. Sawai Madhopur, Bonli, Khandar,

Gangapur City, Chauth Ka Barwara and Bamanwas. District has 814 villages (including

758 inhabited and 56 uninhabited), 2 urban towns viz. Sawai Madhopur and Gangapur

City. (District Census Hand Book, SAWAI MADHOPUR)

As per census 2011, population of the district is 1,335,551 including 704,031(52.71%)

male and 631,520 (47.28%) female with population density as 265 persons/sq.km. The

population in the rural area is 1,069,084 (80.04%) and 266467 (19.95%) in urban and

sex ratio is 894 females per 1000 male. Population growth in rural and urban between

census 2011 and 2001 has been registered as 18.51% and 25.25% respectively.

Administrative map of the district showing block boundaries, block headquarters,

physical features is presented as figure-1.1.

Figure1.1. Administrative Map of Sawai Madhopur District

https://www.google.com/maps/@26.0266806,76.2962694,22710m/data=!3m1!1e3




https://www.google.com/maps/place/Bonli,+Rajasthan+322023,+India/@26.3289985,76.2202263,2831m/data=!3m2!1e3!4b1!4m5!3m4!1s0x396e0fcdb83fa985:0x72febe3a0b3cd491!8m2!3d26.3297299!4d76.2276077


https://www.google.com/maps/place/Chauth+Ka+Barwara,+Rajasthan+322702,+India/@26.0510858,76.1448883,2838m/data=!3m2!1e3!4b1!4m5!3m4!1s0x396e3ef225135fc9:0xf49bbb1a263f65a!8m2!3d26.0503057!4d76.15242

https://www.google.com/maps/place/Malarna+Dungar,+Rajasthan+322028,+India/@26.2887589,76.4632558,2832m/data=!3m1!1e3!4m13!1m7!3m6!1s0x3971e262d8fefda1:0x7dede538b96abb01!2sMalarna+Dungar,+Rajasthan+322028,+India!3b1!8m2!3d26.289473!4d76.4707684!3m4!1s0x3971e262d8fefda1:0x7dede538b96abb01!8m2!3d26.289473!4d76.4707684

https://www.google.com/maps/place/Malarna+Dungar,+Rajasthan+322028,+India/@26.2887589,76.4632558,2832m/data=!3m1!1e3!4m13!1m7!3m6!1s0x3971e262d8fefda1:0x7dede538b96abb01!2sMalarna+Dungar,+Rajasthan+322028,+India!3b1!8m2!3d26.289473!4d76.4707684!3m4!1s0x3971e262d8fefda1:0x7dede538b96abb01!8m2!3d26.289473!4d76.4707684

https://www.google.com/maps/place/Wazirpur,+Rajasthan+322219,+India/@26.5595246,76.884234,2826m/data=!3m1!1e3!4m5!3m4!1s0x3972209d95d22bcf:0x8b77ede7b675ec0c!8m2!3d26.5660944!4d76.8865085

https://www.google.com/maps/place/Chauth+Ka+Barwara,+Rajasthan+322702,+India/@26.0510858,76.1448883,2838m/data=!3m2!1e3!4b1!4m5!3m4!1s0x396e3ef225135fc9:0xf49bbb1a263f65a!8m2!3d26.0503057!4d76.15242


Page 4 of 156

Data Availability and Data Gap Analysis:

The available data of the Exploratory wells drilled by Central Ground Water Board,

Western Region, Jaipur, Geophysical Survey carried out in the area, Ground water

monitoring stations and ground water quality stations monitored by Central Ground

Water Board were compiled and analysed for adequacy of the same for the aquifer

mapping studies. In addition to these the data on ground water monitoring stations and

ground water quality stations of the State Government (GWD) was also utilized for data

adequacy and data gap analysis. The data adequacy and data gap analysis was carried

out for each of the quadrant falling in the study area in respect of various attributes of

ground water and is presented in table 1.

Table 1.1: Data Availability and Data Gap Analysis in Sawai Madhopur District

S.No Study Aspect Data Requirement Data Availability Data Gap 1 Rainfall and

Other climatic Data

7 Meterological Stations in the area

Data partially available

Other Climatic data other than rainfall

2. Soil Soil Map and Soil infiltration rate

Soil Map Soil Infiltration rate across the area

3. Land Use Latest land use Pattern in GIS Platform

Not available Latest data in GIS platform required

4. Geomorphology Digitized Geomorphological Map

Available -

5. Geophysics Geophysical Survey in all toposheets

Available 11 VES Required in every toposheet

6. Exploration Exploratory wells along with aquifer parameters

Exploratory wells along with aquifer parameters are available

-

7. Recharge Parameters

Recharge parameters of different soil and aquifer types based on field studies

Recharge parameters are given in Ground Water resource estimation

-

8. Discharge Parameters

Discharge parameters for different GW abstraction structures

Discharge parameters are given in Ground Water Resource Estimation

-

After taking into consideration, the available data of Ground Water Exploration,

Geophysical survey, Ground Water Monitoring and Ground Water Quality, the block-

wise data adequacy is compiled and the summarized details of required, existing and

data gap of Exploratory wells, Ground Water monitoring and Ground water quality

stations in table 1.2 below and toposheet-wise is presented in Annexure I.


Page 5 of 156

Table 1.2: Data Gap Analysis of Sawai Madhopur District

Block EXPLORATORY DATA

GEOPHYSICAL DATA (VES)

GW MONITORING DATA

GW QUALITY DATA

Exist Req. Gap Exist Req. Gap Exist Req. Gap Exist Req. Gap Bamanwas 13 19 6 0 27 27 17 20 3 13 18 5 Bonli 24 31 7 6 35 29 41 45 4 22 28 6 Chauth Ka Barwara

11 18 7 1 30 29 18 22 4 9 12 3

Gangapur City

15 17 2 0 18 18 23 26 3 19 22 3

Sawai Madhopur

24 24 0 1 20 19 26 27 1 16 18 2

Khandar 30 38 8 3 47 44 27 33 6 21 25 4 Total 117 147 30 11 177 166 152 173 21 100 123 23

Figure1.2: Data Gap Analysis of Sawai Madhopur District.


Page 6 of 156

16.119.1

24.7

30.2

34.6 34.5

30 28.3 28.426.2

20.817.3

0

5

10

15

20

25

30

35

40

45

Jan

uar

y

Feb

ruar

y

Mar

ch

Ap

ril

May

Jun

e

July

Au

gust

Sep

tem

ber

Oct

ob

er

No

vem

be

r

Dec

emb

er

Te

mp

era

ture

in

de

gre

e C

Months

Temperatures : Sawai Madhopur DistrictMin. Temperature (°C)

Max. Temperature (°C)

Avg. Temperature (°C)

2.0 Climate and Rainfall

Agriculture in the area depends mainly on the rainfall from south-west monsoon. The climate of the District is semiarid to sub humid type and is subject to extremes of cold and hot at different places. The minimum and maximum temperatures recorded in Sawai Madhopur District are below 10°C in the month of January and above 40°C in the month of May respectively. The average temperature ranges between 20° and 40°C in the district. The monthly minimum, maximum and average temperatures are shown in figure 2.1.

Figure 2.1.Monthly Temperature Graph of Sawai Madhopur District

2.1 Rainfall Historical records of rainfall in the district are available for 5 stations and for two stations viz. Chauth Ka Barwara, Malarna Dungar it is available from 1999 and for Wazirpur it is available from 2014 onwards. The normal annual rainfall in the State is 721 mm. The long-term rainfall data (1970-2019) of the rain gauge stations located at all the block headquarters was subjected to various types of analysis to understand the characteristic of the rainfall. It was observed that the distribution of rainfall is quite uniform in the area except for Sawai Madhopur Block where the average annual rainfall of 50 years is higher than other blocks. The rains usually start in the July and last till the end of September. The intensity of rainfall is the highest in August. On the basis of rain fall analysis it is observed that:

• The annual average rainfall is 714.9 mm (50 years average). • On an average, the monsoon rainfall is 700 mm and non-monsoon rainfall is 62

mm with 40 rainy days. Of these, 25 days are during the monsoon months. Four to

five days in June are rainy.


Page 7 of 156

• Most of the rainfall is received (93.5%) during the monsoon months viz July to

September.

• Precipitation during winter season is almost negligible.

• Highly deficient rainfall was recorded @ 60% during the year 2002 and deficit during the year 2007.

• The coefficient of variation in rainfall has been observed between 29 and 46.5. • District is prone to mild and normal type of droughts. Probability of

normalannualrainfall exceeding is only 53%. • The long-term trend of rainfall was also calculated and declining trend was

observed @ 0.6 mm/year.

2.1.1 Areal Distribution of Rainfall

Rainfall generally decreases from south-western part of the district to north-eastern

part (figure 2.2). The perusal of spatial distribution of average annual rainfall in Sawai

Madhopur (figure. 2.3) shows that Sawai Madhopur hydro meteorological station

receives maximum rainfall (average annual rainfall is 851.30 mm) and Bonli station

receives least rainfall (average annual rainfall is 657.60 mm).

Figure 2.2.Isohyetal Map of Sawai Madhopur District


Page 8 of 156

Figure 2.3: Spatial variation of Average Annual Rainfall in Sawai Madhopur District

2.1.2 Variability of Rainfall

Statistical Analysis of rainfall data shows that rainfall in the district is quite erratic

(figure 2.4). The coefficient of variation shows that it varies from 29.8% at Malarna

Dungar to 46.5% at Bonli. The difference between the highest and lowest rainfall

recorded is maximum at Sawai Madhopur Block (1573 mm). The highest rainfall (1868

mm) was recorded at Sawai Madhopur in the year 2018 and lowest rainfall (59 mm)

was recorded at Malarna Dungar in 2004. 2002 was the year of lowest rainfall (239

mm) in the district with 2 rain gauge stations recording lowest rainfall. Similarly 2011

was the year of highest rainfall (1116.6 mm) with 2 rain gauge stations recording the

highest rainfall (Annexure II). Block-wise details of analysis are presented in table 2.1.

Figure 2.4: Average Annual Rainfall and its Departure Percentage in Sawai Madhopur District

-100

-80

-60

-40

-20

0

20

40

60

80

100

120

0

200

400

600

800

1000

1200

19

70

19

72

19

74

19

76

19

78

19

80

19

82

19

84

19

86

19

88

19

90

19

92

19

94

19

96

19

98

20

00

20

02

20

04

20

06

20

08

20

10

20

12

20

14

20

16

20

18

DE

PA

RT

UR

E(%

)

RA

INF

AL

L(m

m)

YEAR

BAR-DIAGRAM & DEPARTURES (%) OF ANNUAL RAINFALLSAWAI MADHOPUR DISTRICT


Page 9 of 156

Table2.1:Results of Statistical Analysis of Rainfall Data for the period 1970-2019 Particulars Bamanwas Bonli Chauth

Ka

Barwara

Gangapur

City

Khandar Sawai

Madhopur

Malarna

Dungar

District

Mean Annual

rainfall (mm) 696.8 653.9 705.8 710 708.4 848 572.2 714.9

Highest annual

rainfall (mm)

with year (mm)

1727

(1981)

1494.8

(1983)

1113

(2013)

1228

(1983)

1243

(2019)

1868

(2018)

1001

(2004)

1116.6

(2011)

Lowest annual

rainfall (mm)

with year

233

(2002)

97

(2002)

260

(2013)

205.8

(1989)

237

(1989)

295

(1984)

59

(2004)

239

(2002)

Standard

deviation (mm) 272.9 306.1 219.5 240.3 231.9 305.9 263.1 212.8

Coefficient of

Variation (%) 38.9 46.5 31.1 33.7 32.7 35.9 46.0 29.8

2.1.3 Probability Analysis

Average rainfall in the district have been calculated for years commencing from 1970

till 2019 for 5 rain gauge stations whereas data for Chauth Ka Barwara and Malarna

Dungar was available from 1999 to 2019. These average values were subjected to

probability analysis. Occurrence of annual rainfall for different probability percentages

have been worked out for all stations is presented in table 2.2. It is observed the

probability of exceeding the normal rainfall of 721 mm is only 47% (figure 2.5).

Table 2.2: Block-wise Rainfall Analysis for Probability Percentage

Probability

%

Bamanwas Bonli Chauth

Ka

Barwara

Gangapur

City

Khandar Sawai

Madhopur

Sawai

Madhopur

District

10% 1020 1020 1040 1040 1070 1252 1020

20% 900 910 950 926 915 1110 930.0

30% 780 820 832 842 850 990 840.0

40% 730 720 744 790 760 915 790.0

50% 700 660 713 720 677 815 730.0

60% 650 520 520 680 635 745 660.1

70% 549 450 594 580 589 668 577.0

80% 450 375 528 500 510 630 550.0

90% 370 310 455 430 450 518 430.0


Page 10 of 156

0

100

200

300

400

500

600

700

800

900

1000

1100

1200

0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0

Rai

nfa

ll in

mm

Probability %

Probability Analysis of Annual Rainfall : Sawai Madhopur District

Figure 2.5 : Probability Analysis of Annual Rainfall of Sawai Madhopur District

2.1.4 Drought Analysis

Drought frequencies and years of occurrence of droughts have been computed using

Agricultural Classification. It takes into account negative departure percentages of

annual rainfall from mean annual rainfall. It is observed that almost whole of the area

had experienced mild and normal droughts for 10 to 20% of years except for Khandar

Block which has experienced more years of mild droughts. Sawai Madhopur Block has

experienced only 20% of years of droughts that too of mild and normal types. Bonli

Block has suffered most drought years viz. 60% at both of its stations of Bonli and

Malarna Dungar. Four Blocks of the district has suffered severe droughts viz.

Bamanwas, Bonli, Khandar and Chauth Ka Barwara where Bonli and Chauth Ka Barwara

had experienced very severe droughts in the year 2002 and 2004 respectively (Table

2.3).

Table 2.3: Block-wise Rainfall Analysis of Drought and its Frequency

Blocks No. of years & Frequency

of Drought

Mild (0 to -25%)

Normal (-25% to -50%)

Severe (-50% to -75%)

Most severe (-75% to -100%)

Bamanwas No. of Years 13 9 2 Nil

Frequency % 26.0 18.0 4.0 0.0

Bonli No. of Years 5 15 4 1

Frequency % 10.0 30.0 8.0 2.0

Chauth Ka Barwara

No. of Years 3 3 1 1

Frequency % 14.3 14.3 4.8 4.8

Gangapur City No. of Years 13 10 3 Nil

Frequency % 26.0 20.0 6.0 0.0

Khandar No. of Years 16 10 3 Nil

Frequency %

32.0 20.0 6.0 0.0


Page 11 of 156

Blocks No. of years & Frequency

of Drought

Mild (0 to -25%)

Normal (-25% to -50%)

Severe (-50% to -75%)

Most severe (-75% to -100%)

SawaiMadhopur No. of Years

17 9.0 2 Nil

Frequency % 34 18.0 4 0.0

Malarna Dungar No. of Years 4 4.0 3 1.0

Frequency % 19.05 19.05 14.29 4.76

Sawai Madhopur District

No. of Years 14 4 1 Nil

Frequency % 28.0 8.0 2.0 0.0


Page 12 of 156

3.0 Physiographic Set Up

3.1 Physiography

Physiographically, the district can be divided into three units as given below: Table 3.1: Physiographic set up of Sawai Madhopur District S.

No Physiographic

Unit Extension

1 Hilly terrain Occupies the south and south eastern parts of district. The hills follow a general trend of NE-SW direction starting from Jamaira in the north eastern part of the district to Odera in the south western part.

2 Alluvial plains with isolated hills

Occupies the central part of district.

3 Alluvial plains Mostly confined to the western part of district, however some northern and north western parts are also occupied by the alluvial plains.

Development of ravines with bad land topography along with Chambal River and its

tributaries have a conspicuous physiographic region in the district especially covering

the southern block Khandar. The surface elevation of ground ranges from 223 m above

mean sea level (amsl) to about 510 m amsl. The DEM of Sawai Madhopur District is

presented in figure 3.1.

Figure 3.1.Digital Elevation Map of Sawai Madhopur District


Page 13 of 156

3.2 Geomorphology

The geomorphology map of Sawai Madhopur is presented in figure 3.2 and its details

are tabulated in table 3.2.

Figure 3.2. Geomorphology Map of Sawai Madhopur District


Page 14 of 156

Table 3.2: Geomorphology of Sawai Madhopur District Origin Landform

Units Lithology/Material/

Description Occurrence in the

District Land Use

Fluvial Origin Alluvial Plain Mainly undulating landscape developed due to fluvial activity, consists of gravels, sand, silt and clay. Terrain mainly undulating produced by extensive deposition of alluvium river system

Almost entire district Double crop, single crop (Rabi/Kharif), fallow

Valley Fills Formed by fluvial activity, usually at topographic locations, comprising of boulders, cobbles, pebbles gravels, sand, silt and clay. The unit has consolidated sediment deposit

South i.e near Ghamira and Dangarwara village

Marginal double crop, single crop (Rabi)

Palaeo-channel Mainly buried or abandoned stream/river courses, comprising of coarse textures material of variable size.

Central part above river Banas

Double Crop

Flood Plain The surface of smooth land, adjacent to river channel, formed by river and covered with water when river flow its bank. Normally subject to periodic flooding.

Along river Banas Marginal Double Crop, Single Crop (Rabi/Kharif)

Ravine Small, narrow, deep, depression smaller than gorges larger than gulley, usually carved by running water.

Along rivers Chambal and Banas

Marginal Kharif Crop, Open Scrub

Denudational Origin

Pediment Broad gently sloping rock flooring, erosional surface of low relief between hill and plain, comprises of varied lithology, criss crossed by fractured and faults

Around all major structural hills and denudational hills

Marginal Kharif Crop, open Scrub, Fallow

Buried Pediment

Pediment covered essentially with relatively thicker alluvial, colluvial or weathered material.

Mainly concentrated in west and south west

Marginal Double Crop, Single Crop (Rabi) Fallow, Open Scrub

Intermontane Valley

Depression between mountains, generally broad and linear, filled with colluvial deposit

Near Heerapur in east of District

Single Crop (Rabi/Kharif) fallow, open Scrub

Eolian Origin Sandy Plain Formed by aeolian activity, wind-blown sand with gentle sloping to undulating plain, comprising of coarse sand, fine sand silt and clay.

East of Gangapur City town & North of Mahapura village in west

Marginal Kharif Crop, fallow land with or without scrub

Structural Origin

Plateau Formed over varying lithology with extensive flat landscapes, bordered by escarpment on all sides. Essentially formed over horizontally layered rocky marked by extensive flat top and steep slopes. It may be criss-crossed by lineament.

North east of Bajoli village in east of District

Marginal Single Crop, (Rabi/Kharif) open Scrub

Hills Denudational Hills

Steep sided, relict hills undergone denudation comprising of varying lithology with joints fractures and lineaments

In south-west near Bhedoli

Forest, Open Scrub

Structural Hills Linear to arcuate hills showing definite trend lines with varying lithology associated with folding faulting etc.

In the eastern part of Sawai Madhopur

Forest, Open Scrub

Linear Ridge Long, narrow low lying ridge usually barren having high run off may form over varying lithology with controlled strike.

In the east near village Morpa & in west near village Naglao

Open Scrub


Page 15 of 156

3.3 Land Use

Land Use

The socio-cultural and economic factors have significantly influenced over land use both

in rural and urban areas in the district. Land forms, slope, soils and natural resources

are some of the important which control the land use pattern of the district. The land

use pattern of district is based on the statistical outline of the district 2019, published

by Government of Rajasthan and is presented in Table 3.3 and figure 3.3

Table 3.3: Land Use Pattern of Sawai Madhopur District

S.No. Land Use Area in hectare %

1 Total geographical area (as per village papers) 497145

2 Forest 82887 16.67

3 Uncultivable land 63274 12.73

4 Land not cultivated including pasture land;

barren land; trees, grooves & orchards

39475 7.94

5 Fallow and current fallow land 62473 12.56

6 Actual sown area (subtracting double) 249036 50.09

7 Gross sown area 381623 76.76

8 Area sown more than once 132587 26.66

Source: District Outline, Sawai Madhopur, 2019.

Figure 3.3: Land Use Pattern in Sawai Madhopur District.

8%

6%

4%

6%

25%

38%

13%

Land Use : Sawai Madhopur District

Forest

Uncultivable land

Land not cultivated including pastureland; barren land; trees, grooves &orchardsFallow and current fallow land

Actual sown area (subtracting double)

Gross sown area

Area sown more than once


Page 16 of 156

Agriculture

Agriculture activity in the district is, by and large, confined to traditional kharif

cultivation depending on monsoon rainfall and rabi cultivation is prevailing in areas

where irrigation facilities are available. The major crops grown in the area are given in

table no. 3.4 and season-wise crops are presented in table 3.5.

Table 3.4: Major crops of Sawai Madhopur District

Table 3.5: Season-wise crops Pattern of Sawai Madhopur District

Season Crops covered

Kharif Rice, Jowar, Bahra, Maize, Cotton, Tur, Seasum, Castor seed, Sugarcane,

Soyabean and Ground Nut

Rabi Wheat, Barley, Gram, Rape Seed Mustard, Taramira and Linseeed

Zaid Jowar, Bajra, Gram, Urad, Moong, Moth, Chaula, Fruits and Vegetables,

Tobacco, Small Millets, Spices and Fodder

Irrigation

The principal means of irrigation in the district are through wells though very small

areas irrigated by canals (0.075 sq.km.). Ground water plays an important role for

irrigation contribute almost 100% and is utilized through dug wells, dug cum bore

wells, tube wells and bore wells run almost by electricity in the area. Out of gross sown

area of 4010.69 sq.km, only 2570.90 sq.km. (64.10%) area is irrigated. There are total

31607 utilizable wells 253 ponds and 10666 irrigation tubewells in the district. Net

and gross sown area as per source is given in table 3.6 and block-wise irrigated area

through various sources in table 3.7.

Table 3.6: Details of Area irrigated with sourcesin Sawai Madhopur District

Dugwells Tubewells Ponds Canals Other Total

Net Sown Area 79353 103721 761 25 9314 193174

Gross Sown Area 79880 107507 761 25 9321 197494

Source: District Outline, Sawai Madhopur, 2019

Food Grain Jowar, Bajra,Wheat, Barley, Maize, Rice

Cereals Gram, other kharif cereals,Tur, other rabi cereals

Oil seeds Rai & Mustard, Til, Ground Nut, Arandi/Taramira

Non-food grains Cotton, Onion, Red chilli, Tobacco, Potato, Jute


Page 17 of 156

Table 3.7: Block-wise Irrigated Area in Sawai Madhopur District Block Dugwells Tubewells Ponds Canals Others Total

Net irrigated

Gross irrigated

Net irrigated

Gross irrigated

Net irrigated

Gross irrigated

Net irrigated

Gross irrigated

Net irrigated

Gross irrigated

Net irrigated

Gross irrigated

Sawai

Madhopur

9470 9562 23879 23970 0 0 0 0 0 0 33349 33532

Chouth ka

Barwara

19979 20274 11197 11242 0 0 0 0 0 0 31176 31516

Khandhar 291 304 34572 37904 0 0 0 0 0 0 35043 38208

Bamanwas 8209 8221 9603 9728 0 0 0 0 1392 1392 19204 19341

Bonli 33268 33232 12438 12438 0 0 0 0 340 340 45966 46010

Gangapur

City 8216 8287 11852 12225 761 761 25 25 7582 7589 28436 28887

Source: District Outline, Sawai Madhopur, 2019

Chauth Ka Barwara is the maximum irrigated block (87%) and minimum is Gangapur

City Block (29%). In three blocks Chauth Ka Barwara, Sawai Madhopur and Khandar

irrigation is only through groundwater among which maximum is in Chauth Ka Barwara

Block (87%) and minimum is in Sawai Madhopur Block (27%).

Cropping Pattern

Gross sown area is 45285 ha with net sown area is 33790 ha. and area sown more than

once is 132587 ha in the district of which total Kharif Crops are sown in 177493 ha of

irrigated area is 9896, Rabi Crops in 203859 ha and irrigates area is 190325 ha and

Zaid crops in 273 ha and whole 273 hac was irrigated. Area wise crops grown in the

district are food grains (130419 ha), Tilhan/oil seeds (132546 ha), Pulses (110002

ha), spices (3071 ha), Cotton (3 ha), and San (153 ha). Area under total food and non-

food crops is 381623 ha in the year 2017-18.

Forest

The area under forests in the district is 811.28 sq. km out of which the reserved area

under forest is about 674.38 sq. km. The forest covers an area of about 27.77 % of the

total area of the district Dhokara, Khair, Bambu, Neem, Peepal, Sisam etc. are the major

trees of these forest. Major forest products are cooking wood, Charcoal, Tendu leaves,

Guegal, Gum, Kattha, Honey etc. A part from these above products one special type of

grass known as Khas is also available in abundance in these forests and is used to

manufacture Itr & Perfumes etc.

3.4 Drainage and Hydrology

The drainage system of the district is well developed with Chambal, Banas and Morel as

main rivers and their tributaries. Chambal is the only perennial river and enters this

district near village Karanpura and flows in north-easterly direction along interstate

border with Madhya Pradesh. It is joined by Parbati River near village Pali. Other two


Page 18 of 156

main non-perennial rivers are Banas flowing from west to east through the central part

of the district and then turning in south direction joining Chambal River near village

Rameshwar in Khandar Block and the Morel River flowing from north-west to south

east direction joining Banas River (figure 3.4).

A number of micro watersheds originate from the quartzite ridges. Drainage in the

rocky terrain is sub-parallel type while in plain area, is characterized by very fine

textured dendritic drainage pattern. The drainage density in the district increases

gradually towards south. The drainage density around Bamanwas and Malarna Dungar

ranges from 0.30 to 0.50 km/sq.km. In the southern part of the district, it is more than

0.70km/sq.km. This part is covered by Vindhyan rocks and high density indicates

substantial runoff.

Figure3.4. Drainage Map of Sawai Madhopur District


Page 19 of 156

Hydrology

About 18 irrigation projects exists in the area, which have been taken up on different

tributaries of Chambal River. The Gross command area and current command area of

these projects is presented in table-3.8. There are many man-made surface reservoirs.

The various tanks and bunds made are used for irrigation and other purposes.

Table 3.8: Block-wise Irrigation Schemes in Sawai Madhopur District

S.No. Block Project Name Minor/Medium/Minor

Gross Command Area (ha)

Current Command Area (ha)

1 Bamanwas Akodia Minor 607.28 569.23

2 Gandal Minor 1174 884.61

3 Nagtalai Minor 795.35 705

4 Naya Talab, Lewali Minor 599.2 449.4

5 Mora Sagar Medium 13797 7374

16972.87 9880.05

6 Bonli Dheel Medium 7282 5943

7 Nagolao Minor 405 344

7687.00 6287.00

8 Chauth Ka Barwara Bhagwatgarh

Minor 1387 1354

1387.00 1356.50

9 Gangapur City

Chandpura Minor 1061 1016

10 Moti Sagar Minor 615.38 461.54

11 Baniawala Minor 462.35 346.96

2138.73 1824.50

12 Khandar Mansarowar Medium 4041 3167

13 Galai Sagar Minor 1736.62 1718.62

5777.62 4885.86

14 Sawai Madhopur

Surwal Medium 4910 4847.71

15 Pancholas Minor 1568 1024.53

16 Deopura Minor 2380 1859.65

17 Mui Minor 904.86 723.89

18 Bhulanwala Minor 150 145

9912.86 8603.77

Total 43876.08 32837.68 Source: EE, WRD Division, Sawai Madhopur

3.5 Soil

Mainly three types of soils are there in Sawai Madhopur District that are generally sub-

classified into loamy soil of different textures. The distribution of soil is given in table

3.9 and depicted in figure 3.5.


Page 20 of 156

Table 3.9: Distribution of soil, Sawai Madhopur district

S.No. Soil Type Distribution

1 Old

Alluvium

Rests in parts of Bonli & Bamanwas block. These are derived from alluvium. They are non-calcareous, more clayey, semi consolidated to unconsolidated brown soils with high percentage of kankar, loamy sand to sandy loam in texture. They are well drained and occupy gently sloping terrains.

2 Lithosols and Regosols of Hills

Occupy the parts of Khandar, Sawai Madhopur, Bonli, Bamanwas and Gangapur City blocks. These are in-situ soils on the hills, and hill slopes. These soils are shallow with gravels verynear the surface, light textured, fairly drained (with slightly higher rate of filtration than alluvial soils), reddish brown in colour. Cultivation is restricted because of a limited root zone.

3 Recent Alluvium

Occupies the major part of the district and rests in parts of all the five blocks. These arefound along the flood plains of Chambal and Banas and Morel rivers and are developed onalluvium forming the plain agriculture area of the district. In Bamanwas, parts of Gangapur City and Sawai Madhopur blocks these soils are deep medium to heavy textured and black greyor dark brown in colour. In Gangapur City, Bonli, parts of Sawai Madhopur and small parts of Bamanwas blocks, soils are deep light textured and yellowish brown in colour.

Figure 3.5. Soil Map of Sawai Madhopur District


Page 21 of 156

3.5.1 Soil Infiltration Test Infiltration is the process of water entry into the soil (Hillel, 1980). The rate of this process, relative to the rate of water supply, determines how much water will enter the unsaturated soil zone, and how much, if any, will runoff (Hillel, 1982). Therefore, this parameter is of paramount importance to the water economy of recharge of aquifers, prediction of surface runoff and in developing or selecting the most efficient irrigation methods. Quantifying the soil infiltration capacity is of great importance to understanding and describing the hydrologic analysis and modeling. It is usually measured by the depth (in mm) of the water layer that can enter the soil in one hour. The infiltration rate decreases as the soil becomes saturated. Infiltration rates decline to a steady or quasi-steady state as soil becomes increasingly moist over the period of a storm or experimental wetting. Infiltration rate usually shows a sharp decline with time from the start of the application of water. The constant rate approached after a sufficiently large time is referred as the steady infiltration rate. In dry soil, water infiltrates rapidly in initial phases and called as the initial infiltration rate. As more water replaces the air in the pores, the water from the soil surface infiltrates more slowly and eventually reaches to water table. The classification of infiltration rate is given in table 3.10. Table-3.10 : Classification of Soil Infiltration Rates

Class Rate of infiltration (mm/hr)

Remarks

Very Slow < 2.5 Soil in this group has very high percentage of clay. Low 2.5 – 12.5 Most of these soils are shallow, high in clay and low in

organic matter contents Medium 12.5 -25.0 Soils in this group are loams and silts High >25 These soils are deep sands, deep well aggregated silt

loams and some tropical soils with porosity.

Infiltration rate usually is determined from field data. As land use controls the infiltration of soils, considering the dynamic change in land use t is been taken care that approximately all infiltration test are been carried out where soil is undisturbed, natural and in situ in origin. During infiltration studies single ring infiltrometer is being used considering all the field conditions. Infiltration tests were carried out in the Sawai Madhopur district at 15 Sites (Table 3.11). For this single ring infiltrometer was used. A pipe of approximately 40 cm diameter was hammered into the ground upto depth of 15 to 20 cm to prevent spreading of water so that water can infiltrate into the soil. Then the pipe was filled with water upto the brim and time taken for the water column to infiltrate down to a fixed depth was noted. Again, the pipe was filled with water upto the brim and the same experiment was repeated twice till a steady reading was obtained. Infiltration rates at different times were calculated and a graph of infiltration rate against time was plotted. The results are presented in table given below (Table 15). Variation in infiltration rates in the District is presented in figure 3.6. It can be seen that infiltration rate is mainly


Page 22 of 156

controlled by type of soil and land use. The rate varied from 2mm/hr to 600 mm/hr. The average rate of infiltration is 120 mm/hr for the district. Very low infiltration rate is mainly due to soil type which is clayey in nature and one of the site i.e Seba is showing 0 infiltration rates due to saturated soil because of rainfall hence this value is discarded during map preparation.The clay percentage in the soil also influences the infiltration rate. Clay particles in the soil may swell as they become wet and thereby reduce the size of the pores and reducing the infiltration rate. Table 3.11: Analysis of Soil Infiltration Tests Conducted in Sawai Madhopur District

S.No Block Village Infiltration Rate(mm/hr) Class

1 Bamanwas Bamanwas 120 High 2 Bamanwas Barnala 120 High 3 Bonli Pipalda 11 low 4 Bonli Didwari 120 High 5 Bonli Kodyai 10 Low 6 Chauth Ka Barwada Devali 120 High 7 Chauth Ka Barwada Balariya Markada 12 Low 8 Gangapur City Seba 0 - 9 Gangapur City Sayarouli 360 High

10 Gangapur City Ganganagar 600 High 11 Khandar Chitara/chirawa 2 Very Slow 12 Khandar lahsoda 3 Very Slow 13 Khandar Bholanpur 120 High 14 Sawai Madhopur Sawai Madhopur 120 High 15 Sawai Madhopur Shyampura 120 High

Average 120 High


Page 23 of 156

Figure3.6: Soil Infiltration Rate in Sawai Madhopur District.

3.6 Prevailing Water Conservation and Recharge Practices

The State Government has constructed about 1698 water conservation structures in the district and the details are presented in table 3.12 and their locations are shown in figure 3.7.

Table 3.12: Number of Rainwater harvesting/Conservation Structures constructed in

Sawai Madhopur district by State Government Departments (2016-2019) ACTIVITY Bamanwas Bonli Chauth Ka

Barwada Gangapur

City Khandar Sawai

Madhopur Total

Farm Pond / Khet Talai 323 18 0 291 15 11 658 Mini Percolation tank 21 120 37 12 188 47 425 Earthen Check Dam (ECD) 1 90 28 0 26 8 153 Percolation tank 11 11 32 0 49 20 123 Roof Top Water Harvesting Structure

9 16 16 5 6 25 77

Talai(Talab) 14 20 3 18 9 12 76 Contour Continuous Trench (CCT) 3 19 11 3 2 13 51 Loose Stone Check Dam (LSCD) 0 18 18 0 3 1 40 Recharging Shaft for Aquifers 2 3 1 21 0 5 32 Anicut 0 7 9 0 9 3 28 Sunken Pond 11 2 0 2 0 1 16 Staggered Trench 1 9 3 0 0 0 13 Pakka Check Dam 0 3 3 0 0 0 6 Total 396 336 161 352 307 146 1698


Page 24 of 156

Figure 3.7.Water Conservation Structures constructed in Sawai Madhopur District


Page 25 of 156

4.0 Hydrogeological Framework

4.1 Geology

Geologically, the area is occupied by rock formations of Bhilwara, Delhi and Vindhyan

Supergroups and Alluvium of Recent age. The Bhilwara Supergroup represents the

oldest rocks present in the district and has wide areal extension in the district. It covers

the south-western part by Mangalwar complex, Hindoli Group and Ranthambore

Groups of rocks in the district in decreasing order of antiquity. The quartzite ridges

trending in NE-SW direction between Bonli and Sarsop on the western extremity of the

district belong to Mangalwar Complex. Hindoli group that includes the inter-bedded

sequence of shale, slate, schists, phyllites with minor quartzite are exposed in the south

central part of the district on the NW of Sawai Madhopur Town.

Quartzite is found overlying the schists and gneisses and form prominent hills in the

form of escarpments. Thin layers of mica schists are often associated with the quartzite.

The quartziteis well bedded and jointed. The Ranthambhore Quartzite, occur in east of

Sawai Madhopur Town as the major ridge in the district with probable faulted contact.

It supports luxuriant growth of vegetation and hosts a Tiger Reserve. Morar Shales and

phyllites are also exposed below the escarpment of Ranthambore quartzite which often

occur inter-bedded with Ranthambore Quartzite. Basic intrusive, mostly doleritic sills

and amphibolites are seen intruded at different levels in Ranthambore quartzite.

Some quartzite bands belonging to the Alwar Group (Delhi Supergroup), intruded by

granites, form strike ridges in the north western corner of the district on the edge of

Bamanwas Block. These quartzite are thickly bedded, well jointed, fine gained and hard.

Ranthambore quartzite is less compact as compared to Delhi Quartzite.

The Vindhyan Supergroup consisting of sedimentary rocks of various types’ viz. shale,

sandstone and limestone is represented by the Bhander, Rewa, Kaimur, Sand and Satola

Group in increasing order of antiquity. These rocks occupy the eastern part of the

district mainly covers Sawai Madhopur and Khandar Blocks and are separated from the

older rocks by a major reverse fault.

The Quaternary sediments occur in the district as thin to moderately thick aeolian,

alluvial and scree – talus deposits over basements of Archeans, Delhi and Vindhyan

Supergroup of rocks. It covers mainly Gangapur City Block, parts of Bamanwas, Bonli

and Chauth Ka Barwara and northern part of Sawai MadhopurBlocksand comprised of

sand, clay and kankar. Generally the thickness of alluvium increases along the river

courses.Along Chambal and Banas Rivers the alluvium occurs as terraces which are

highly dissected by ravines. The talus and scree deposits occur along the slopes of hills

and foot hill regions. The geological succession of the district is given in table 4.1 and

spatial distribution is shown in figure 4.1.


Page 26 of 156

Table 4.1: Geological Succession of Sawai Madhopur District Supergroup and Age Group Formation

Recent Alluvium Vindhyan Supergroup Upper Proterozoic

Bhander Group Upper Bhander (Maihar) sandstone Sirbu shale and limestone Lower Bhander (Bundi hill) Sandstone Samria Shale Lakheri Limestone Ganurgarh Shale

Rewa Group Upper Rewa (Govindgarh) sandstone Jhiri shale Lower Rewa (Indargarh) sandstone Panna shale.

Kaimur Group Kaimur Sandstone Sand Group Tirohan breccias Satola Group Tirohan limestone Sandstone with grit and

Conglomerate Delhi Supergroup Proterozoic

Intrusive Granite Alwar Group Quartzite with schist

Bhilwara Supergroup Archean

Ranthambhore Group Mandalgarh quartzite with shale and slate Intrusive Dolerite Ranthambhore Group Mandalgarh quartzite with shale and slate Hindoli Group Badesar shale & phyllite

Quartzite Mangalwar Complex Quartzite & schist

Figure 4.1. Geology of Sawai Madhopur District


Page 27 of 156

4.2 Ground Water Exploration Hydrogeology is concerned primarily with mode of occurrence, distribution, movement and chemistry of water occurring in the subsurface in relation to the geological environment. The occurrence and movement of water in the subsurface is broadly governed by geological frameworks i.e., nature of rock formations including their porosity (primary and secondary) and permeability. The principal aquifers in the area are Alluvium, sedimentary formations viz. sandstone, limestone and shales and metamorphic formations viz. phyllites, schists and gneisses. Occurrence and movement of ground water in Alluvial aquifer is directly proportional to the granular zones i.e., the ground water accumulation will be higher in coarser formation and the formation clear of clayey admixture or intercalation. Whereas in consolidated formations, the occurrence and movement of ground water primarily depends on the degree of interconnection of secondary pores/voids developed by fracturing and weathering. The hydrogeological map of area is prepared and presented in figure 4.2.

Figure 4.2. Hydrogeology of Sawai Madhopur District


Page 28 of 156

Central Ground Water Board and State Ground Water Department has drilled exploratory wells in the district in various formations to explore the formations lying underneath and to know the aquifer parameters. The block wise details of exploration carried out in the district are tabulated in table 4.2 and well wise details in Annexure III. Table 4.2: Block-wise Details of Exploration in Sawai Madhopur District

Block CGWB GWD District Total EW OW SH PZ Total EW OW SH PZ Total

Bamanwas 8 0 1 0 9 1 0 0 3 4 13

Bonli 16 1 1 0 18 0 0 0 6 6 24

Chauth Ka Barwara 7 0 0 1 8 1 0 0 2 3 11

Gangapur City 6 0 2 2 10 0 0 0 5 5 15

Khandar 10 3 2 0 15 9 2 0 4 15 30

Sawai Madhopur 13 2 0 0 15 3 0 0 6 9 24

Total 60 6 6 3 75 14 2 0 26 42 117

Occurrence of Groundwater in Unconsolidated formation

Ground water occurs under unconfined to confined conditions in unconsolidated

formation (alluvium of Quaternary age) which is tapped through various ground water

abstraction structures viz. dug well, dug cum borewell and tube well.

Alluvium forms aquifer in large part of the area lying in central, northern and north

eastern parts of the district and in area along the Chambal River in south eastern part of

the district. It consists of gravel, sand, silt, clay and kankar. Out of these, sand, clay and

silty clay with kankar form the most dominating constituent which generally occur in

upper zone and are being tapped by dug wells. Ground water occurs under unconfined,

semi-confined and confined conditions in these formations. Alluvium is explored

through 69 wells constructed in it by CGWB and State Ground Water Department. The

static water level in these wells at the time of their construction ranges from as shallow

as 1 m bgl at Jastana in Bonli Block to 80 m at Sewa in Gangapur City Block. The yield of

wells varies from 1.3 m3 /day at Piplai in Bamanwas Block and Kushkaw in Gangapur

City Block to 950 m3 /day at Dabar in Bamanwas Block with the exception of 4320

m3/day at Seasha in Bonli Block.

Alluvium forms the main aquifers along the banks of Banas River for about 60 kms in

saturated river sand and gravel beds and in a narrow strip along Chambal River forming

southern and south-eastern part of the district which comprises silt, fine sand, clay and

kankar. Block-wise details of exploration carried out in alluvium in the district is

presented in table 4.3.


Page 29 of 156

Table 4.3: Block-wise Details of Exploration in Alluvium in Sawai Madhopur District Block Alluvi

um Depth Range (m

bgl) SWL Range (mbgl) Discharge Range in

lpm T m2/day

Bamanwas 12 37 200 2.95 14.68 0.9 660 2.93 272

Khedli Badh Ganholi

Banor Badh Gahnoli

Piplai Dabar Bamanwas

Banor

Bonli 12 21.78 200 1 36 0.6 3000 0.45 26.2

Malarna chor

Nimod Jastana-II

Seasha Bapoi Seasha Nimod

Chauth Ka Barwara

2 123 200 5 22.16 0 3.6 0 0.65

Kustala Rajwana

Kustala Rajwana

Kustala Rajwana

Gangapur City

15 26 200 5.5 80 0.9 600 0.39 33.12

Meena para

Sewa Chowki Amargarh

Sewa Kushkaw Wazirpur Sewa Raipur

Khandar 10 40 200 4.87 58.77 1 107.4 12.48 16.38

Bairara Khidarpur Jatan



Singore Kalan

Khidarpur Jatan

Sawai Madhopur

18 47 175 5.3 63 1.35 594 40.25 158.21

69 Dudupura Bajaria Kherli Meena

Ajnoti Sawai Madhopur

G.G Quarters

Chakchainpur

Sawai Madhopur

Occurrence of Groundwater in Consolidated formation

Ground water occurs under unconfined condition in weathered and fractured portions

of the consolidated formations. Consolidated formation comprises metamorphic and

sedimentary rocks. These are tapped by open wells, dug cum bore wells, and bore wells.

In all 48 wells are constructed in these rock formations out of which 14 wells are

constructed in metamorphic rocks and 33 wells in sedimentary formations.

Metamorphic Rocks

Metamorphic rocks were explored by drilling 19 exploratory wells in the metamorphic

rocks in the district. The depth of these wells range from 29.45 m to 200.1 m below

ground level. The yield of these exploratory wells ranges from 0.65 lpm to 290 lpm. The

formation wise details are discussed below

Schists: Mica schist forms an important aquifer in Sawai Madhopur and Bonli blocks.

The thickness of weathered zone is more but the yield of wells is poor as the weathered

product is mainly clayey. Yield of wells varies from 40 to 100 m3 /day. Intrusive of

pegmatite and quartz veins in the country rock increase the yield of the wells.

Phyllites and slates: These form aquifer in limited area lying south west of Sawai

Madhopur. The depth of weathering ranges from 2 to 3 m and fractured zone generally

extends down to 10 m depth. Yield of wells depends upon the thickness of weathered


Page 30 of 156

zone. Yield of wells tapping this formation ranges from 20 to 300 m3/day. Around

Pachala west of Sawai Madhopur, the phyllite is main water bearing unit.

Quartzite: It forms aquifer in the south-western part of Sawai Madhopur Block and is

highly fractured and jointed. Inter-bedding of slates and phyllites is common with the

formation. The thickness of fractured zone extends from 2 to 14 m. Block-wise details of

exploration in metamorphic formation in the district is presented in table 4.4.

Table 4.4: Block-wise Details of Exploration in Metamorphic Fm. in Sawai Madhopur District Block CGWB GWD Meta-

Morp hics

Depth Range (m bgl) SWL Range (mbgl)

Discharge Range in lpm

T m2/day

From To From To From To From to

Bonli 5 3 8 34.43 20 4.47 33 0.6 175 0.24 26.2

Jatoti Bapoi Bolni Jolanda Bapoi Hindu pura

Bapoi Bolni

Chauth Ka Barwara

6 1 7 50 200.1 11.25 36.52 20 290 0 0

Sarsop Bhadola Shiwad Sarsop Shivad Chauth Ka Barwara

Khandar 1 1 2 29.45 133 0 3.1 0 11.25 0 0

Daulatpura Baso Kalan

Baso Kalan

Baso Kalan

Sawai Madhopur

0 2 2 50 65 7 20 3.25 25 0 0

Sherpur Shyam pura

Sherpur Shyam pura

Shyam pura

Sherpur 0 0

Sedimentary Rocks

Sedimentary formation is exposed mainly in the southern blocks of the district and is

explored by constructing total 31 wells by CGWB and GWD in sedimentary formations

of Vindhyan Supergroup. Yield of wells in sedimentary rocks varies from 18 to 1000

m3/day. Block-wise details of exploration carried out in metamorphic formation in the

district is presented in table 4.5.

Shale: These form aquifer in extreme southern and south eastern parts of the district

specifically in Khandar Block. These are intercalated with thin layers of calcareous

matter. The shales are highly fractured and splintery in nature. Weathered and

fractured zone extends from 2 to 17m in thickness.

Limestone: In a small area on the eastern end of Bonli block, limestone forms aquifer

although it is devoid of karst structure. Yield of dug wells tapping this formation ranges

from 10 to 40 m3/day. Vindhyan limestone of Karstic nature occurs in the southern-

most Khandar Block of the District. It is overlain by 2 to 4m thick zone of calcareous

clay.


Page 31 of 156

Sandstone: Sandstone forms the most prominent aquifer after alluvium in the areal

extent. It occurs in south eastern and eastern parts of the district.

Bhander sandstone occurs as aquifer in southern and eastern part of the district. This is

also resistant to weathering and has two sets of joints. Ground water occurs under

unconfined condition.

Table 4.5: Block-wise Details of Exploration in Sedimentary Fm. in Sawai Madhopur District Blocks CGWB GWD Sedi-

mentary

Form- ation

Depth Range (m bgl)

SWL Range (mbgl)

Discharge Range in lpm

T m2/day

From To From To From to From To

Bonli 3 1 4 29.5 139.64 12.49 24 18 1000 - -

Malarna Dungar

Malarna Dungar

Malarna Dungar

Malarna Dungar

Malarna Dungar

Malarna Dungar

- -

Chauth Ka Barwara

1 1 2 75 200 6.75 26.4 - - 0.51 -

Kustala Kali Dhai

Kustala Kali Dhai

- - Kali Dhai

-

Sawai Madhopur

13 9 22 74.55 132.25 20 38.63 5.66 6.6 11.76 -

Gothra Shyampura

Shyampura

Jatwara Kalan

Gothra Gothra Jatwara Kalan

-

Khandar 4 1 5 40 174.5 3 58.4 0.45 721.2 45.48 63.23

Jaisinghpura Chhan Lehsoda Chhan Mei Kalan

Goth Bihari

Goth Bihari EW

Goth Bihari OW

4.3 Ground Water Dynamics

Central Ground Water Board periodically monitors National Hydrograph Network

Stations (NHS) stations in the Sawai Madhopur District, four times a year i.e. in January,

May (Pre-monsoon), August and November (Post monsoon). The total number of

hydrograph stations in the district is 19 comprising of 18 dug wells and 01 piezometer.

State Ground Water Department monitors water levels in 105 wells two times in a year

i.e in May and November. The monitoring wells of state GWD comprise 53 dug wells and

52 piezometers in the district. During field work carried out for NAQUIM studies 21 key

wells were established in the area where there was a gap in water level data of previous

years (Annexure V). GWD has installed 19 Digital Water Level Recorders in piezometers

constructed for impact assessment of water conservation structures under MJSA

program. In total 172 wells were monitored during May 2020 to generate the water

level scenario in the district. The Post monsoon scenario was generated with 141 wells

which were monitored during November 2019 by CGWB and State Ground Water

Department. The comparative block-wise details of wells analysed during both the

seasons is tabulated in table 4.6 and well-wise details are presented in Annexure IV.


Page 32 of 156

Table 4.6: Block-wise Depth to water Level Ranges in May 2020 and Nov 2019 in Sawai

Madhopur District

S. No Blocks Season Water Level Ranges in meters Total

0 to 2 2 to 5 5 to 10 10 to 20 > 20

1. Bamanwas Pre monsoon 2020 0 0 6 10 3 19

Post monsoon 2019 0 3 6 5 1 15

2. Bonli Pre monsoon 2020 0 2 16 17 3 38

Post monsoon 2019 4 13 14 7 2 40

3. Chauth Ka Barwara

Pre monsoon 2020 0 1 8 7 1 17 Post monsoon 2019 3 10 3 1 1 18

4. Gangapur City


5. Khandar Pre monsoon 2020 0 3 3 9 11 26 Post monsoon 2019 1 6 4 8 6 25

6. Sawai Madhopur


Total Pre monsoon 2020 0 8 42 61 23 134 Post monsoon 2019 11 40 41 34 15 141

4.3.1 Water Level Behaviour

Pre-monsoon (May 2020)

Depth to water level varied from 2.25 to 53.78 m during pre-monsoon, 2020 (figure

4.3). Deeper water level i.e. more than 20 m has been recorded in 24 observation wells

lying in the south eastern and western part of Khandar block and in very small portions

of Bonli, Bamanwas and Gangapur City blocks covering 18% area of the district. Depth

to water level between 10 to 20m has been observed in 61 observation wells covering

about 52% area of the district. Water levels between 5 to10 m has been recorded in 40

wellscovering 27% area of the district in Bonli, Bamanwas and Gangapur City blocks

and Sawai Madhopur. No area in the block has water level between 0 and 2 m below

ground level. About 16 wells are dry during pre -monsoon 2020. In terms of area pre

monsoon scenario is presented in table 4.7 and figure 4.4.


Page 33 of 156

Monitoring Wells Total : 173 CGWB NHS : 19 GWD : 133 Key Wells : 21

Figure 4.3: Depth to Water Level Map of May 2020 in Sawai Madhopur District.

Table 4.7: Depth to water Level Ranges V/s Area in May 2020 in Sawai Madhopur District

Range Area in sq.km Percentage

0 to 2 Nil 0

2 to 5 152.25 3

5 to 10 1340.10 27

10 to 20 2600.10 52

20 to 40 810.10 16

> 40 118.10 2

Total 5020.65 100.00


Page 34 of 156

0

10

20

30

40

50

60

0 to 2 2 to 5 5 to 10 10 to 20 20 to 40 > 40

Dis

tric

t A

rea

in

Pe

rce

nta

ge

Water Level Range in meters below ground level

Depth to Water Level Area % Distribution in May 2020Sawai Madhopur District

Percentage in sq.km

Figure 4.4: Depth to water Level Ranges Vs Area in May 2020 in Sawai Madhopur

District

Table 4.8: Block-wise Depth to water Level Ranges in May 2020 in Sawai Madhopur District Blocks Pre-monsoon 2020

Water Level range Alluvium Shale/Limestone Sc/Ph/Qtz

Total Min Max Total Min Max Total Min Max Total Min Max

Bamanwas 21 5.27 46.49 16 5.27 46.49 0 0 0 1 0 8.2

Keeratpura Morpa Pz

Keeratpura Morpa Pz

- -

Bonli 46 4.5 26.4 16 4.5 26.4 5 11.5 15.68 23 4.8 22.42

Khirni Chak Biloli

Khirni Chak Biloli

Malarna Dungar

Pz

Malarna Dungar

Jastana Pz

Mitrapura

Chauth Ka Barwara

19 2.25 23.58 4 5.1 16.6 1 0 7.54 12 2.25 23.58

Shiwar Gardwas Bhagwatgarh Kushtala - Pacholas Shiwar Gardwas

Gangapur City

23 2.95 41.8 22 2.95 41.8 - - - 1 0 9.8

Bari Udai Sewa Pz Bari Udai Sewa Pz

- - - -

Khandar 28 3.36 53.78 6 4.16 25.7 20 3.36 36.55 2 9.9 53.78

Kushalipura Jakhoda ChitaraPz Baler Pz Kushalipura Ravanra Pz

Bahrawada Khurd

Jakhoda

Sawai Madhopur

17 6.3 28.1 4 10.65 23.8 7 6.3 26.3 5 12.11 28.1

Ranthambore Borif Pondera Sherpur Pz

Ranthambore Shyampura Pz

Kushlipura Borif

Total 154 68 32.63 33 44


Page 35 of 156

Monitoring Wells Total : 143 CGWB NHS : 19 GWD : 124

Post monsoon (November 2019)

A total of 141 wells were analysed for post monsoon 2019 and depth to water level

varied 0.29 to 57.50 m during the season (figure 4.5). The water level scenario divides

the district in almost two parts vertically where the eastern half has deeperwater levels

between 10 to 20 m in 34 wells (30.4%) and more than 20 m in 14 wells (13%) some of

the localized areas and more than 40 m bgl in 2 wells one in the south-eastern part of

the district in Khandar Block and other in the north-eastern part in Gangapur City Block.

The wells in the western half and northern part has shallower water levels viz. less than

10 m. Water levels as shallow as 0 to 2 m are observed in 11 wells (4.3%) on the

northern end of Gangapur City Block and central parts of Bonli and Chauth Ka Barwara

Blocks.

Figure 4.5: Depth to Water Level Map of November 2019 in Sawai Madhopur District


Page 36 of 156

In terms of area post monsoon scenario is presented in table 4.9 and figure 4.6.

Table 4.9: Depth to water Level Ranges V/s Area in November 2019 in Sawai Madhopur District

Range Area in Sq.km Percentage 0 to 2 330 6.57 2 to 5 1320 26.29 5 to 10 1496 29.79 10 to 20 1302 25.93 20 to 40 450 8.96 > 40 122.2 2.43 Total 5020 100

Figure 4.6: Depth to water Level Ranges Vs Area in November 2019 in Sawai Madhopur District

Table 4.10: Block-wise DTWL Ranges in November 2019 in Sawai Madhopur District.

S. No.

Blocks Post Monsoon 2019 Water Level range

Alluvium Sc/Ph/Qtz Shale/Limestone

Total Min Max Total Min Max Total Min Max Total Min Max

1. Bamanwas 14 3.15 38.19 14 3.15 46.49 0 0 0 0 0 0 Keerat

-pura Morpa

Pz Keerat-

pura MorpaPz - -

2. Bonli 42 0.29 24.61 17 0.29 24.61 20 0.4 17.9 5 8.28 22.5

Tond Chak Biloli

Tond ChakBiloli Malarna Malarna Dungar Pz

Gangwara Kodyai

3. Chauth Ka Barwara

18 1.15 24.19 4 1.7 24.19 13 1.15 12.3 1 - 3.75

Chauth Ka

Barwara

Kushtala Pz

Bhedola Kushtala Pz

Chauth Ka

Barwara

Kushtala Pz

Pancholas Pz

4. Gangapur City

20 1 45.96 19 1 45.96 1 - 7.9 0 0 0

Piloda Sewa Pz

Piloda Sewa Pz - - Aliganj -

5. Khandar 26 1.9 57.5 5 3.76 19.98 2 3.8 57.5 19 1.9 38.1

Lehsora Pz

Jakhoda Pz

Chitara Pz

Baler Pz Bahar wada Khurd

Jakhoda LehsoraPz Daulat PuraPz

6. Sawai Madhopur

23 1.16 27.83 7 3.77 15.62 5 2.45 27.83 11 1.16 26

Bilopa Borif Surwal Sawai Madhopur

Pz

Menpura Borif Bilopa Padana

Total 143 66 15.79 41 36

0

5

10

15

20

25

30

0 to 2 2 to 5 5 to 10 10 to 20 20 to 40 > 40Dis

tric

t A

rea

in

Pe

rce

nta

ge

Water Level Range in meters below ground level

Depth to Water Level Area % Distribution in November 2019- Sawai Madhopur District

Percentage


Page 37 of 156

4.3.2 Ground Water flow

Water table contour map of May 2020 is presented in Figure 4.7. The perusal of the map

shows that the water table elevation follows the topography of the area and ground

water flow direction is towards major drainage lines. The ridgesof the district including

the Ranthambore hills act as the recharge zones. Ground water flows towards the major

rivers viz. Morel and Banas which ultimately contributes to Chambal River. Closely

spaced contours on the eastern side of the ridge indicate steep slope and high rate of

flow of ground water, while widely spaced contours in the other areas indicate gentle

slope. In the north-west, there occurs a water divide from where water flows to the

north-east and south-west directions.

Figure 4.7: Water Table Elevation Contour Map-Pre Monsoon 2020.

4.3.3 Decadal Water Level Trend

Water level trend analysis for pre and post monsoon seasons during the past decade

(2010 – 2019) was done to know the long-term scenario of ground water regime in the

district. Long term data of about 90 wells was available for trend analysis out of which

74 are used for analysis. The average groundwater trend of the district is declining at an

average rate of 0.726 m/year in the pre-monsoon season, but in post-monsoon season

rate of decline is 0.002 m/year.


Page 38 of 156

Pre-Monsoon Trend

The pre-monsoon water level trend indicates declining trend of ground water levels in

most parts of the district (figure. 4.8). Rate of decline varies from 0.001 m/year at

Peepalda of Bonli Block to 2.672 m/ year at Pipalwara, Bonli Block. Declining trend is

observed in 68% area of the district, of which 39% area is showing decline at the rate of

0.001 to 1 m/year, whereas only 29% area shows higher declining trends. Maximum

rate of decline (2.67 m/year) has been registered in a small patch in Gangapur, in

Khandar near southern and northern borders and central parts of Bonli, Sawai

Madhopur Blocks, southern part of Chauth Ka Barwara Block.

Rising trend is observed in 43% area of the district between -1.28 m/year and -0.03

m/year at Malarna Dungar and Mitrapur of Bonli Block respectively. Rising trend is

mainly observed in northern parts of Bamanwas and Bonli blocks, North-western part

of Gangapur City Block, south western part of Chauth Ka Barwara Block, Central part of

Sawai Madhopur Block and eastern part of Khandar Block. Maximum rise of -1.28

m/year is observed in Malarna Dungar of Bonli Block and Baler of Khandar Block on its

eastern edge.

Figure4.8.Decadal Water Level Trend Map-Pre-Monsoon Season


Page 39 of 156

Post-Monsoon Trend

As the district is mostly occupied by hard rocks where the effect of rainfall is reflected

instantly, the scenario of trend shows some reversal and there is rise in about 61% area

of the district and decline restricts to 39% area that too in the range of 0.003 to 2.288

m/year at Bamanwas of Bamanwas Block and Kushtala, Chauth Ka Barwara Block

respectively. Decline in the range of 0.003 to 1 m/year is observed in Central part of the

district from southern part of Bamanwas Block to Khandar Block. Declining trend is also

observed in North-eastern part of Gangapur City Block. In Sawai Madhopur Block

decline is throughout the block except for its eastern part. Maximum decline is recorded

by Kushtala well of Chauth Ka Barwara Block and a small patch of Sawai Madhopur

Block.

Rising trend is observed between -1.17 m/year and -0.007 m/year at Rajwana Chaur of

Chauth Ka Barwara Block and Khirni of Bonli Block respectively. Rise more than -1

m/year is restricted to very small parts of the district on its western and south-western

parts in Chauth Ka Barwara Blocks. (figure 4.9).

Figure 4.9.Decadal Water Level Trend Map-Post Monsoon Season


Page 40 of 156

y = 0.0482x + 14.258y = 1.0059x + 4.4253

0

2

4

6

8

10

12

14

16

182010 2011 2012 2013 2014 2015 2016 2017 2018 2019

Wat

er L

evel

in m

bgl

Year

Hydrograph of Khandar, Khandar Block

Premonsoon Trend Postmonsoon Trend

Linear (Premonsoon Trend) Linear (Postmonsoon Trend)

y = 0.2172x + 17.828

y = 0.6968x + 14.051

0

5

10

15

20

252011 2012 2013 2014 2015 2016 2017 2018 2019

Wat

er L

evel

in m

bgl

Year

Hydrograph of Kherli, Bamanwas Block



y = 1.923x + 17.821y = 3.1353x + 4.7722

0

5

10

15

20

25

30

35

40

45

502010 2011 2012 2013 2014 2015 2016 2017 2018

Wat

er L

evel

in m

bg

l

Year

Hydrograph of Kushtala , Chauth Ka Barwara Block



Hydrographs showing declining trendsare shown in Figure 4.10

Figure 4.10: Hydrographs showing declining trends


Page 41 of 156

y = -0.7068x + 18.711

y = -0.1455x + 14.664

0

5

10

15

20

252011 2012 2013 2014 2015 2016 2017 2018 2019

Wat

er L

evel

in m

bgl

Year

Hydrograph of Malarna Chor, Bonli Block



y = -0.1134x + 9.8727

y = -0.1941x + 7.5673

0

2

4

6

8

10

12

142010 2011 2012 2013 2014 2015 2016 2017 2018 2019

Wat

er L

evel

in m

bg

l

Year

Hydrograph of Ranthambore, Sawai Madhopur Block



y = -0.1685x + 15.731

y = -0.1455x + 14.664

0

2

4

6

8

10

12

14

16

182011 2012 2013 2014 2015 2016 2017 2018 2019

Wat

er L

evel

in m

bgl

Year

Hydrograph of Salur, Gangapur Block



Hydrographs showing rising trends are shown in figure 4.11.

Figure 4.11: Hydrographs showing rising trends


Page 42 of 156

5.0 Aquifer Maps and Aquifer Characteristics

5.1 Aquifer Disposition

The data generated during ground water exploration by constructing exploratory wells,

observation wells, slim holes and piezometers (Annexure-IV), was utilized to decipher

the aquifer disposition in the area. This particularly includes the information on

geometry of aquifers and hydrogeological information of these aquifer zones (figure

5.1). Three main types of formations are observed in the area i.e. Alluvium, sedimentary

viz. sandstone, limestone or shales or metamorphic like phyllites, schists or quartzites

depending upon the area. Single aquifer system exists in the area where ground water

occurs in two zones one is weathered near the surface and the second one is deep in the

hard and compact formation where secondary porosity has developed.

Aquifer System: Single

Zone 1 : Alluvium/weathered

Zone 2 :Hard with isolated fractures

Figure 5.1: 3 D Aquifer Disposition in Sawai Madhopur District


Page 43 of 156

The fence diagram indicating the disposition of various aquifers is presented in figure

5.2. In the northern part of the area the thickness of alluvium is more i.e., around 50- 60

m bgl especially in Gangapur City Block, as compared to the other parts. As the southern

blocks are occupied by hard rock formation fractured aquifer is more prominent

especially in Khandar Block where cavernous limestone occurs.

Figure 5.2: 3 D Fence showing Aquifer Disposition in Sawai Madhopur District

Hydrogeological Cross Sections

To study the aquifer disposition in detail, various hydrogeological cross section

indicating aquifer geometry has been prepared viz. A-A’ representing NNE -WSW

direction, B-B’ representing northwest – southeast direction and C-C’ representing east-

west direction (in eastern part) as marked in Figure 5.3.


Page 44 of 156

Figure 5.3: Section Lines for Aquifer Disposition in Sawai Madhopur District

Cross section A-A’ represents north east -southwest direction and data of 9

exploratory wells i.e., Badila, Bamanwas, Piplai, Phulwara, Malarna Dungar, Padana,

Bajaria, Dusshera Maidan and Kali Dhai has been utilized (figure 5.4). Quartz-mica

schist was encountered at the base in exploratory wells drilled at Badila and Bamanwas

at a depth of 39 and 36.96 m bgl respectively, granite was encountered at Piplai at a

depth of 43.20 m bgl, phyllite at Phulwara at a depth of 28.02 m bgl, quartzite at

Malarna Dungar from a very shallow depth of 6m bgl, and from Padana to Dusshera

Maidan sedimentary formations are encountered. At Padana limestone occurs at a

depthof 20 m and at Bajaria and Dusshera Maidan shale is encountered from 36 m

which deepens down to 117 m at Dusshera Maidan. At Kali Dhai again schist is


Page 45 of 156

encountered at a depth of 18 m where its weathered thickness is about 18 m followed

by hard and compact schist in which secondary porosity has developed at a depth of 77

m bgl.

Figure 5.4: Section Line A-A’ (~N-S) for Aquifer Disposition in Sawai Madhopur District

Section B-B’ is from west to south-east from Ghata – Taranpur – Malarna-Baler and

Khidarpur Jattan (figure 5.5). At Ghata, Malarna and Baler the wells are drilled down to

the depths of 70, 80 and 81.5 m respectively. At Taranpur drilled depth is 170.47 m and

at Khidarpur Jattan well depth is 200 m. In all these wells a clay layer is encountered

which extends from Ghata at 10 m to 20 m and comes to the surface at Taranpur where

its thickness is 27 m. At Malarna and Baler the clay layer starts at 8 and 9 m respectively

and its thickness is 16 and 6 m respectively in these wells. At Khidarpur Jattan the clay

layer is 21 m thick and starts at 3 m bgl. From Ghata to Khidarpur Jattan the change in

hard rock is from Quartzite to Phyllite at Taranpur and limestone in Malarna and Baler

and at Khidarpur Jattan the major lithology is Shale.

Figure 5.5: Section Line B-B’ (~NW-SE) for Aquifer Disposition in Sawai Madhopur

District


Page 46 of 156

Section C-C’ is from west to north-east from Rajwana- Jatwara Kalan – Dubbi – Malarna

Dungar – Kotadi – Bad Maliyan – Sewa - Wazirpur – Paota – PhulwaraPeppat (figure

5.6). In this section the top weathered zone of the aquifer is prominent whereas the

thickness of fractured zone is very less. The alluvial thickness at Rajwana is 24 m which

lowers at Jatwara Kalan to 9 m but at Dubbi the thickness increases to 72 m. At Malarna

Dungar an isolated hill of quartzite is there where the thickness of alluvium is 21 m

which extends at Kotadi up to 18 m and in Gangapur City Block from Bad Maliyan to

Phulwara Peppat the alluvial thickness is 51 m with the exception at Paota where

alluvial thickness is 77 m below which hard rock is encountered in the Block.

Figure 5.6: Section Line C-C’ (~SW-NE) for Aquifer Disposition in Sawai Madhopur

District

5.2 AQUIFER CHARACTERSTICS

Table 5.1: Aquifer Characteristics Derived from Exploration in Sawai Madhopur District

Major Aquifer Zones Alluvium/Weathered Hard with Isolated Fractures

Depth of Occurrence (mbgl) 12.63-30.32 116-122.89

Average Thickness (m) 17.62 6

Yield potential (lpm) 0.6 – 3000 0.45 - 1000

Transmissivity (m2/day) 0.45 – 272 0.24 – 63.23


Page 47 of 156

6.0 GROUND WATER QUALITY

The concentrations of various gases and ions dissolved in water from the atmosphere,

soil strata and minerals and rocks with which it comes are the characteristics of water.

This ultimately decides the quality of ground water. The concentration of CO32-, HCO3

-,

OH- and H+ ions and dissolved CO2 gases in water decide the acidic or basic nature of

water while the salts of ions like Ca2+ and Mg2+ in water makes it soft or hard. Water

with high Na+ and Cl- concentration can make the water saline. Nitrate ions percolated

from anthropogenic sources can become predominant major anion in ground water.

The excess fluoride concentration in ground water from fluoride bearing minerals may

be related to the concentration of Ca2+, Na2+ and HCO3- ions present in ground water.

Figure 6.1: Map showing Water Quality Sampling Locations

A total of 119 samples (CGWB– 18, GWD- 82 and NAQUIM-19) collected during pre-

monsoon 2020 were analyzed for generating the map to study ground water quality

(figure 6.1). The well-wise quality details are presented in Annexure VI.


Page 48 of 156

6.1 Major Quality Parameters

Electrical Conductivity (EC)

Electrical conductivity is a measure of total mineral contents of dissolved solids in

water. It depends upon the ionic strength of the solution. An increase in dissolved solids

causes a proportional increase in electrical conductivity. The electrical conductivity

value of ground water in Sawai Madhopur found to vary from 320 to 8200 µS/cm at

25°C at Sherpur, Sawai Madhopur Block and Jahara, Bamanwas Block respectively. Very

high concentration of 12,100 to 44840 µS/cmat 25°C has been reported at Udai Kallan,

Gangapur City Block and Jastana of Bonli Block. The spatial variation of EC shows that in

maximum area the groundwater has EC values between 750 and 2250 µS/cm at 25°C.

EC in excess of 3000 µS/cm at 25°C value has been observed in parts of Bamanwas and

Gangapur City Blocks and some parts of Bonli and Chauth Ka Barwara Blocks. As the

sediments are finer, flushing of ground water is not proper and longer residence time of

water in the aquifer results in dissolution of salts from the aquifer material, which leads

to higher TDS content and in turn higher EC.

Major Cations and Anions

The major cations include Ca, Mg, Na and K. The water chemistry of the Sawai

Madhopur District is marginally dominated by alkali (Na) metals followed by Alkakine

earth metals Mg2+ and Ca2+. The order of abundance is Na+>Mg2+>Ca2+>K+ water type.

The weathering and cation exchange processes normally control the levels of these

cations in the ground water.

The anion chemistry of the analysed samples shows that Cl¯andHCO3¯ are the dominant

anions and follow the abundance order of Cl->HCO3-->SO4

->NO3-->CO3

->F-.

Nitrate

Concentration of nitrate (NO3-) has been found to vary from < 1 mg/l to 360 mg/l.

Nitrate concentration marginally exceeds the maximum Permissible Limit of 45 mg/l in

drinking water prescribed by BIS (IS-10500:2012) in around 20% of the total ground

water samples. Nitrate in excess of maximum Permissible Limit has been reported

mainly from localised pockets in Bamanwas and Gangapur City Blocks on the northern

end of the district and at a very few places in Bonli and Khandar Blocks. Higher

concentrations of NO3- can be attributed to the sampling from application of more

fertilizers and sewage carrying drains. Excess nitratein drinking water can cause

methaemoglobinaemia in infants, gastric cancer, goiter, birth malformations and

hypertensions


Page 49 of 156

Fluoride

Fluoride (F-) is an essential element for maintaining normal development of healthy

teeth and bones. However, higher Fconcentration causes dental and skeletal fluorosis

such as mottling of teeth, deformation of ligaments and bending of spinal cord.

Concentration of fluoride in ground water samples has been found to vary between 0.01

and 7.6 mg/l. Concentration of F is within desirable limit of 1 mg/l BIS (IS-10500:2012)

in 44% of samples whereas it is between desirable and Permissible Limits in 20%

samples and exceeds the maximum Permissible Limit of 1.5 mg/l (IS-10500: 2012) in

36% of the total analysed samples (figure. 6.1). Excess Fluoride has been reported from

parts of Bamanwas, Gangapur City and Bonli Blocks and in central part of Khandar

Block. The fluoride contamination in ground water may be either due to weathering of

rocks (geogenic) containing fluorine bearing minerals like fluorite, apatite and micas or

due to excessive use of phosphatic fertilizers and fluoride containing insecticides and

herbicides in agricultural fields.

Distribution of Electrical Conductivity, high nitrate and high fluoride in Sawai Madhopur

District is presented in figure 6.2.


Page 50 of 156

Figure 6.2: Distribution of Electrical Conductivity, High Nitrate Fluoride in Sawai

Madhopur District

6.2 Suitability of Ground Water for Drinking Purposes

The suitability of ground water for drinking purpose is determined keeping in view the

effects of various chemical constituents in water on the biological system of human

being. The standards proposed by the Bureau of Indian Standards (BIS) for drinking

water (IS- 10500:2012) were used to decide the suitability of ground water for drinking

purpose. The overall classification of ground water samples falling below desirable limit

(<DL) in the range of Desirable Limit and Maximum Permissible Limit (DL-MPL) and

above maximum Permissible Limit (MPL) for drinking purpose is presented in table 6.1

and graphical distribution of percentage of samples falling in theses ranges is shown in

figure 6.3.


Page 51 of 156

0.00

20.00

40.00

60.00

80.00

100.00

pH TDS TH Ca++ Mg++ Cl- SO4-- NO3- F-

% D

istr

ibu

tio

n o

f S

am

ple

s

Percentage Distribution of Chemical Quality Parameters: Sawai Madhopur District

Samples< DL Samples between DL and MPL Samples > MPL

Table6.1:Classification of Ground Water Samples as per BIS Drinking Water Standards Parameters

BIS ranges for

drinking Total

number of

Samples

Samples< DL Samples between DL and PL

Samples > PL

DL PL

Number of

Samples %

Number of

Samples %

Number of

Samples % pH 6.5-8.5

No relaxation 119 0 0.00 117 98.32 2 1.68

TDS mg/l 500 2000 119 34 28.57 63 52.94 22 18.49 TH mg/l as CaCO3 200 600 119 41 34.45 64 53.78 14 11.76

Ca++ mg/l 75 200 119 95 79.83 23 19.33 1 0.84

Mg++ mg/l 30 100 119 42 35.29 61 51.26 16 13.45

Cl- mg/l 250 1000 119 74 62.18 32 26.89 13 10.92

SO4-- mg/l 200 400 119 88 73.95 18 15.13 13 10.92

NO3- mg/l 45 No

relaxation 119 99 83.19 - - 20 16.81

F- mg/l 1 1.5 119 53 44.54 23 19.33 43 36.13

DL Desirable Limit MPL Maximum Permissible Limit

Figure 6.3: Percentage Distribution of Ground Water Samples as per BIS Drinking Water

Standards.

Total Hardness (TH)

Classification of ground water samples based on Total Hardness (TH) is given in Table

6.2. TH has been found to vary between 40 mg/l and 1420 mg/l, indicating soft to very

hard type of ground water. High hardness may cause precipitation of calcium carbonate

and encrustation on water supply distribution systems. Long term consumption of


Page 52 of 156

extremely hard water might lead to an increased incidence of urolithiasis, anencephaly,

parental mortality and cardio-vascular disorders. As per drinking water standards of

BIS the acdcepatble limit of total hardness is 200 mg/l and maximum Permissible Limit

is 600 mg/l (IS-10500: 2012). In Sawai Madhopur, total hardness exceeds the

recommended maximum permissible limit in 11.76% of total analysed ground water

samples. Total hardness in excess of the maximum Permissible Limit has been reported

from parts of Bamanwas, Bonli, Chauth Ka Barwara and Gangapur City Blocks of the

district.

Table 6.2: Hardness Classification of water

Hardness (mg/l) Water Class No. of Samples % Sample 0 – 75 Soft 5 4.20

75 – 150 Moderately Hard 16 13.45

150 – 300 Hard 51 42.86

>300 Very Hard 47 39.50

Source: Sawyer and McCarty’s

Total Dissolved Solids (TDS)

Total Dissolved Solids (TDS) in water include all dissolved materials in solution,

whether ionized or not. It is numerical sum of all mineral constituents dissolved in

water and is expressed in mg/l. The TDS contents of ground water are controlled by the

mineral dissolution rate, chemical character of ground water and ionic saturation status

of solution. As per classification of TDS done by Freeze & Cherry in 1979, the

categorization of ground water is done in four classes. In the groundwater samples

collected during the field work the concentration of total dissolved solids is found to

vary generally between 167 mg/l to 7260 mg/l. TDS of 89% of analyzed water samples

falls in the category of fresh water, while 9.24% samples have TDS in the range of 3000 -

10,000 mg/l and fall in brackish water category (table 6.3). However as per BIS for

drinking water the recommended TDS is 500 mg/l and the Permissible Limit in the

absence of alternate source is 2000 mg/l above which the sources will have to be

rejected.

Table 6.3: Classification of water based on Total Dissolved Solids

Class Range Bamanwas Bonli Chauth Ka

Barwara

Gangapur City

Khandar Sawai Madhopur

District

TDS mg/l % Samples % Samples

% Samples

% Samples

% Samples

% Samples % Samples

Fresh 0-3000 12.6 21.8 10.1 12.6 17.6 15.1 89.9

Brackish 3000-10000 5.0 1.7 0.0 2.5 0.0 0.0 9.2

Saline > 10000 0 0 0 0.84 0 0 0.84

Brine >35000 0 0 0 0 0 0 0


Page 53 of 156

Source: Freeze and Cherry, 1979

6.3 Suitability of Ground Water for Irrigation Purposes

The ground water used for irrigation is an important factor in productivity of crop, its

yield and quality of irrigated crops. The quality of irrigation water depends primarily on

the presence of dissolved salts and their concentrations. The Electrical Conductivity

(EC), Sodium Absorption Ratio (SAR) and Residual Sodium Carbonate (RSC) are the

most important quality criteria, which influence the water quality and its suitability for

irrigation. The quality of groundwater based on EC and SAR is discussed in tables 6.4,

6.5 and 6.6.

Table 6.4: Classification of Ground Water Samples based on EC Electrical Conductivity µS/cm at

25° C Classification

of water Activity required

Type of Water Range

No. of Samples

% of Samples

Low Saline >250 0 0 Excellent Good for all crops little likelihood of development of

salinity Medium Saline

250-750 20 16.81 Good Plants with moderate salt tolerance No special practices for salinity

control required. Moderate amount of leaching occurs.

Highly Saline

750-2250 64 53.78 Doubtful Cannot be used on soils with restricted

drainage.

Even with adequate drainage, special

management for salinity control may

be required

Plants with good salt tolerance should be selected.

Very Highly saline

> 2250 35 29.41 Unsuitable Not suitable for irrigation under ordinary condition.

soils must be permeable, drainage must be adequate, irrigation water must be applied in excess to provide considerable leaching

very salt tolerant crops should be selected

119 100

High saline water cannot be used on soils with restricted drainage and requires special

management for salinity control. Plants with good salt tolerance should be selected for

such areas. Very high saline water is not suitable for irrigation under ordinary

conditions but may be used occasionally under very special circumstances. The soil

must be permeable, drainage must be adequate, irrigation water must be applied in

excess to provide considerable leaching and salt tolerance crops/plants should be

selected.


Page 54 of 156

Table 6.5: Classification of Ground Water Samples based on SAR

(AFTER AYERS R.S. AND WESTCOTT.D.W.1985)

Table 6.6: Classification of Ground Water Samples based on Na%

Water Class Na% Range No. of samples

Excellent < 20 12 Good 20 - 40 22 Medium 40 - 60 38 Bad 60 - 80 31 Very Bad > 80 16

Source: Wilcox 1955

Low sodium (alkali) water can be used for irrigation on almost all soils with little

danger of the development of harmful levels of exchangeable sodium. Medium sodium

water will present an appreciable sodium hazard in fine textured soils having high

cation exchange capacity especially under low leaching conditions. This water can be

used on coarse textured or organic soils with good permeability.

The calculated value of SAR in the study

area ranged from 0.36 – 32.28. The plot of

data on the US salinity diagram, in which

the EC is taken as salinity hazard and SAR

as alkalinity hazard, shows that most of

the water samples fall in the category

C2S1, C3S1, C3S2, C3S3, C3S4, C4S2, C4S3

and C4S4, indicating medium to very high

salinity and low and very high alkali

water. This water can be used only for

plants with good salt tolerance (figure.

6.4).

Figure 6.4: US Salinity Diagram

Type of Water Sodium Adsorption Ratio Classification of water

Range No. of

samples % of

Samples

Low Sodium Water < 10 91 76.47 Excellent Medium Sodium Water 10 to 18 23 19.33 Good High Sodium Water 18 to 26 3 2.521 Doubtful Very High Sodium Water >26 2 1.681 Unsuitable

119 100


Page 55 of 156

RSC values in 59.6% analysed samples of Sawai Madhopur District were found to be

<1.25 and 10.8% varied between1.25 to 2.5 meq/l. It indicates safe to marginal quality

of ground water for irrigation uses. In only 3.36% samples, RSC value varied between

2.0 and 3.0 meq/l and 26% samples exceeded 3.0 meq/l limits. The high RSC value

makes the groundwater unsuitable for irrigation uses.

The block-wise analysis for RSC values for assessing suitability of groundwater for

irrigation is presented in table 6.7. The analysis of table indicates that groundwater in

the southern blocks of the district is more suitable for irrigation as compared to the

northern blocks viz. Bamanwas, Gangapur City and Bonli.

Table 6.7: Classification of Ground Water Samples based on RSC RSC (meq/l) Bamanwas Bonli Chauth

Ka Barwara

Gangapur City

Khandar Sawai Madhopur

District Total

Range No.of samples

% samples % samples

% samples

% samples

% samples

% samples % samples

< 1.25 71 50.00 55.56 66.67 35.29 90.48 72.22 59.66 1.25 -

2.0 12 10.00 3.704 8.333 5.882 9.524 5.556 10.08

2.0 - 2.5 1 0.00 3.704 0 0 0 0 0.84

2.5 - 3.0 3 0.00 3.704 0 5.882 0 5.556 2.52

> 3.0 32 40.00 33.33 25 52.94 0 16.67 26.89

Source : CPCB

From the above analysis it can be inferred that most parts of the district has medium to

high salinity and excellent to good Sodium Adsorption ratio making the water suitable

for irrigation with the promotion of salt tolerant crops in areas having high salinity.


Page 56 of 156

7.0 Ground Water Resources

The ground water resource assessment as on March 2017 has been carried out and the

salient features of the resources are given in Table

As per table-7.1, out of the total 502065 ha area, recharge worthy areas are 50498 ha in

command areas and 382352 ha in non-command areas.

Table 7.1: Area for Resource assessment (as on March 2017) in Sawai Madhopur

District

S.No Blocks/Assessment

Units

Total Geographical

Area (ha) Potential Area (ha)

Hilly Area (ha)

Command Area (ha)

Non Command Area (ha)

1. Bamanwas 72110 65655 6455 11478 54177 2. Bonli 100450 98338 2112 23111 75227 3. Chauth Ka Barwara 43900 40666 3234 0 40666 4. Gangapur City 64550 49892 595608 15909 33983 5. Khandar 145381 105075 40306 0 105075 6. Sawai Madhopur 75674 73224 2450 0 73224 Total 502065 432850 69215 50498 382352

Recharge Component

During the monsoon season, the rainfall recharge is the main recharge parameter,

which is estimated as the sum total of the change in storage and gross draft. The change

in storage is computed by multiplying groundwater level fluctuation between pre and

post monsoon periods with the area of assessment and specific yield. Monsoon recharge

can be expressed as:-

R= h × Sy × A + DG

Where h = rise in water level in the monsoon season, Sy = specific yield

A = area for computation of recharge, DG = gross ground water draft

The monsoon ground water recharge has two components- rainfall recharge and

recharge from other sources. The other sources of groundwater recharge during

monsoon season include seepage from canals, surface water irrigation, tanks and ponds,

ground water irrigation, and water conservation structures.

During the non-monsoon season, rainfall recharge is computed by using Rainfall

Infiltration Factor (RIF) method. Recharge from other sources is then added to get total

non-monsoon recharge.

The season wise and block-wise wise assessment of recharge from various components

such as rainfall and other sources for various units was done and presented in table-7.2

and figure.7.1. The recharge from rainfall contributes maximum component (40235.25


Page 57 of 156

ham) during monsoon season and recharge from other sources (1850.12 ham). The

total annual ground water recharge is 49004.17 ham and net ground water availability

after natural discharge is 44982.58 ham.

Table 7.2: Recharge Components evaluated for Resource Estimation Blocks/

Assessment Units

Accepted Value of Mon.

Rainfall recharge Rrf

(Normal)

Total Recharge

from other sources

Recharge from

Rainfall during

non-monsoon

Recharge from other

sources (Rgw+Rc+R

sw+Rt)

Total Annual ground water

Recharge

Environmental flows

during Non Monsoon

Season

Net GW Availabili

ty

(ham) (ham) (ham) (ham) (ham) (ham) (ham)

Bamanwas C 1174.29 98.64 0 291.07 1564.01 156.40 1407.61

NC 5014.21 222.43 0 721.52 5958.18 595.81 5362.36

Bonli C 2255.18 113.11 0 332.28 2700.58 250.92 2449.65 NC 4956.98 223.51 0 539.49 5719.99 529.81 5190.18 Chauth KaBarwara NC 2804.97 189.96 0 2158.89 5153.83 515.38 4638.45 Gangapur City C 1758.85 49.29 0 147.886 1956.03 97.80 1858.23

NC 5198.06 368.12 0 1104.36 6670.55 333.52 6337.02

Khandar NC 8542.90 202.42 0 571.667 9317.00 666.52 8650.47 Sawai Madhopur NC 8529.77 382.60 0 1051.58 9963.97 875.39 9088.58

District Total 40235.25 1850.12 0 6918.78 49004.17 4021.59 44982.58 C-Command, NC- Non-Command

Figure 7.1: Recharge From Various Components

The annual gross draft for all uses is estimated at 60525.21ham with irrigation sector

being the major consumer having a draft of 49878.32 ham. The annual draft for

domestic and industrial uses was 10646.89 ham. The allocation for domestic &

industrial requirement supply up to next 25 years is about 14266.83 ham.


Page 58 of 156

Figure 7.2: Ground Water Availability Vs Draft in Sawai Madhopur District

Table 7.3: Block wise GW Resources of Sawai Madhopur (March 2017) (in ham)

Block Potential Zone

Annual Extractable

Ground Water

Recharge

Existing Gross

Ground Water

Draft for Irrigation

Existing Gross

Ground Water

Domestic &

Industrial Uses

Existing Gross

Ground Water

Draft for all uses

Stage of Ground Water

Extraction %

Category

Bamanwas 65655 6769.98 6654.39 1094.34 7748.73 114.46 OE Bonli 98338 7639.83 6901.28 1936.80 8838.08 115.68 OE Chauth Ka Barwara

40666

4638.45 4559.32

856.05 5415.37 116.75 OE

Gangapur City

49892 8195.26 13241.25 2672.42 15913.67 194.18 OE

Sawai Madhopur

73224 9088.58 9990.64 2610.02 12600.66 138.64 OE

Khandar 105075 8650.47 8531.47 1477.26 10008.73 115.70 OE Total 432850 44982.58 49878.32 10646.89 60525.21 134.55 OE


Page 59 of 156

In-storage Resources

Ground water resource assessment of the zone below water level fluctuation is carried

out is presented in table 7.4.

Table 7.4: Block wise In-storage Resources of Sawai Madhopur

Block

Saturated Alluvium/ Weathered

(mcm)

Saturated Fractured

(mcm)

yield for weathered formation

Yield for fractured formation

Resource for

Saturated Alluvium

Utilizable Resource

Resource for

Saturated fractured

Utilizable Resource

Total Resource

(mcm) (mcm) (mcm) (mcm) (mcm) (mcm) (mcm)

Bamanwas 9890.89 748.96 0.06 0.01 593.45 118.69 7.49 0.37 119.07

Bonli 8474.82 16190.95 0.07 0.02 593.24 118.65 364.30 54.64 173.29 Chauth Ka Barwara 11551.71 3946.87 0.08 0.01 924.14 184.83 49.34 4.93 189.76 Gangapur City 14561.96 785.38 0.08 0.02 1164.96 232.99 11.78 0.59 233.58

Khandar 15307.56 8717.70 0.07 0.02 1071.53 214.31 174.35 17.44 231.74 Sawai Madhopur 10703.00 2590.30 0.08 0.02 856.24 171.25 58.28 5.83 177.08

Total 70489.94 32980.16 0.44 0.10 5203.55 1040.71 665.54 83.81 1124.52

The total in-storage resources of the district, comes to 1124.5 mcm. The block-wise

sustainability period of aquifers, if the present ground water draft for all uses continues

to be same, is calculated after considering both dynamic resources and in-storage

resources and presented in table 7.5.

Table 7.5: Block wise Sustainability of Aquifer inSawaiMadhopur Block Dynamic

Resource In-Storage Resources

Current annual gross ground water

extraction for ‘All Uses’ (mcm)

Sustainability period of Aquifer

(mcm) (mcm) (mcm) (years)

Bamanwas 51.01 119.07 77.49 2.2

Bonli 45.86 173.29 88.38 2.5 Chauth Ka Barwara 17.96 189.76 54.15 3.8

Gangapur City 81.95 233.58 159.14 2.0

Khandar 50.38 231.74 100.09 2.8

Sawai Madhopur 62.70 177.08 126.01 1.9

Total 309.86 1124.52 605.25 2.4


Page 60 of 156

129

106

183

97

134

113 108

170

104

135

105 107

175

103

134

114 115 116

194

115

138

0

50

100

150

200

Bamanwas Bonli Chauth KaBarwara

Gangapur Khandar S.Madhopur

Sta

ge

of

Gro

un

dw

ate

r D

ev

elo

pm

en

t (%

)

Blocks

2009 2011 2013 2017

0

50

100

150

200


Gangapur Khandar S.Madhopur

68 76

46

82 87 9177

88

54

159

100

126

in m

cm

Annual Extractable Ground Water Recharge 2017Ground Water Extraction for all uses (GEALL)

8.0 Aquifer Management Plan

8.1 Ground Water Related Issues

Over Exploitation of Groundwater

The ground water draft is more than net ground water availability in all the blocks (Figure 8.1).

Figure8.1 :Graph of Availability Vs Draft of Ground Water

The Stage of Ground Water is also increasing (figure 8.2). This is due to over-exploitation of ground water for irrigation purposes. The groundwater resource estimation was done for Chauth Ka Barwara Block for the first time in 2017. In rest of the blocks the stage of ground water development has increased over the period of time from 2009 to 2017 in almost all blocks of Sawai Madhopur District except Bamanwas Block where the stage of ground water development has decreased from 129% to 114% (figure 8.2). In Bonli Block 106% to 115%, in Khandar Block from 97% to 115% and in Sawai Madhopur Block nominal increase in stage of development 134% to 38%. In Gangapur City Block the ground water development is highest and the stage has increased from 183% to 194%. All the blocks have been categorised as Over-Exploited and needs necessary actions like water conservation and rain water harvesting.

Figure 8.2: Block-wise Stage of GW Development


Page 61 of 156

365.89 374.06387.61

498.76

77.22 79.46 81.76106.15

0

50

100

150

200

250

300

350

400

450

500

2009 2011 2013 2017

Gro

un

dw

ater

Dra

ft (

mcm

)

Year

Groundwater Draft in Sawai Madhopur District

Draft for Irrigation

Draft for Domestic andIndustrial uses

The main reason for increase in stage of groundwater development is overdraft for

irrigation purpose and domestic/industrial uses (figure 8.3). The total draft in the

district has increased from 366.36 mcm in 2009 to 498.78 mcm in 2017.

Figure 8.3: Groundwater Draft in Sawai Madhopur District

Declining Water Level Trend (2010-2019)

The analysis of decadal water level trend (2010 – 2019) indicates that the overall trend

of the district is declining at an average rate of .03 m/year. The decline trend in pre-

monsoon season is in 68% of area which extends in Gangapur City Block except for its

western part. The southern part of the district almost shows declining trend. In post-

monsoon season 39% area is showing decline covering southern parts of Bamanwas

Block, northern part of Gangapur City Block, eastern part of Chauth Ka Barwara Block

and central parts of Bonli, Sawai Madhopur and Khandar Blocks.

Inland Salinity

The parts of Bamanwas, Gangapur City, Bonli and Chauth Ka Barwara Blocks covering

an area of 1202.2 sq.km area has brackish to saline nature due to inland salinity

problems with EC ranging from 3000 to 44800µS/cm at 25°C. The ground water in

these areas is neither suitable for drinking nor for irrigation purposes. Figure 6.3

depicts the ground water quality of aquifer.


Page 62 of 156

Rainfall & Drought

The long-term rainfall analysis of Sawai Madhopur District for a period of 50 years

shows a maximum number of positive departures (60%) of rainfall with to respect to

average (714 mm) rainfall whereas negative departures in (40%). As a result, a mild

drought is observed in the district in 28% of the total years. This, along with withdrawal

more than natural recharge has resulted in the decline in water levels at the rate of

maximum 2.57 m/year.

8.2 Ground Water Management Plan

The management plan has been proposed to manage the ground water resources and

to arrest further decline in water levels and improve the Stage of Ground Water

Development in the district which is 148% for the district and falls in Over-Exploited

category. The management plan comprises two components namely supply-side

management and demand side management. The management plan proposed in all the

6 blocks of Sawai Madhopur District is discussed below.

8.2.1 Supply Side Management

The supply side management of ground water resources is proposed based on

availability of surplus surface water within river sub basins and micro watersheds and

their artificial recharge in unconfined aquifers. The feasibility of the area for recharge,

specific yield of the aquifer, the unsaturated volume of the aquifer, the aquifer thickness

as well as the unsaturated depth below 3mbgl is also taken into consideration during

AR. Total 137.04 mcm surplus surface water is available during rainy season for which a

total of 5220 structures are proposed to be constructed in the district covering blocks of

the district to arrest the decline in water levels and fill up the volume of 918.14

mcm.The Surplus surface water available is taken from (Source-Study on Planning of

Water Resources of Rajasthan- Integrated State Water Resources Plan, 2014). Depth to

water levels has been considered for November 2018, Long Term Water Level Trend for

5 years (2014-18) and area suitable for artificial recharge has been considered where

Electrical conductance is less than 2500 µS/cm at 25°C. The area thus identified comes

to 1324 sq.km for artificial recharge and the hilly area of 692 sq.km is also suitable for

water conservation structures in different watersheds and is presented in figure 8.4.


Page 63 of 156

Figure 8.4: Area Identified for Artificial Recharge in Sawai Madhopur District

Plantation and catchment area treatment are primary requirement for runoff

generation in any area. Plantation of trees of local species will not only benefit local

villagers but also reduce soil erosion and stability in the area. Most of the lakes/ponds

are dried up due to non availability of runoff despite above normal rainfall. Treatment

of catchment will generate runoff and rejuvenate unused surface water conservation

structures. The catchment area treatment is considered to be taken up in the area which

will utilize about 2.55 mcm of surplus available surface water. Catchment Area

Treatment is proposed in 10% of Pasture Land and Barren Land includes Plantations,

Staggered Trenches (ST) & Continuous Contour Trenches (CCT) and this is presumed to

utilize about 5% of rainfall runoff generated in the identified area.


Page 64 of 156

For utilizing remaining amount 5220 structures (table 8.1) are proposed to be

constructed which will include 2816 Mini Percolation Tank, 1388 Percolation Tank, 715

Pacca Check dams, 288 Anicuts, 13 Mini Storage Tanks which will utilize 10.29 mcm

water. Following criteria are adopted for construction of different water conservation

structures.

Structures are proposed on untapped stream, based on its order for catchment

area treatment.

Mini Percolation Tank (MPT) – Proposed on 1st order stream with a Catchment

area less than 5 ha. Capacity has been proposed as 1000 m3. Volume of MPT has

been considered as recharge/conservation of surface water.

Percolation Tank (PT) – Proposed on 2nd order stream with a Catchment area 5

to 10 ha. Capacity has been proposed as 2000 m3. Volume of PT has been

considered as recharge/conservation of surface water. Pacca Check Dam (PCD)– Proposed on 3rd order stream with a Catchment area

10 to 20 ha.. Capacity has been proposed as 4000 m3. Volume of PCD has been

considered as recharge/conservation of surface water. Anicut– Proposed on 4th order stream with a Catchment area greater than 20 ha.

Capacity has been proposed as 6000 m3. Volume of anicut has been considered

as recharge/ conservation of surface water. MST– Proposed on 5th order stream with a Catchment area greater than 40 ha.

Capacity has been proposed as 9000 m3. Volume of MST has been considered as

recharge/ conservation of surface water.

After construction of water conservation structures, volume of 124.19 mcm surface

water remains unutilized this can be conserved by construction of Farm Ponds. Farm

Ponds are proposed in 25% of Arable Land, considering one farm pond of 1200 m3

capacity in 3 ha of land. A total of 18478 number of farm ponds are proposed in the

district which will utilize 22.17 mcm of water.

Table 8.2 gives the block-wise Volume of available subsurface storage for artificial

recharge and Surplus surface water availability and number of proposed AR Structures.


Page 65 of 156

Table 8.1: Block-wise Proposal of Water Conservation Structures in Sawai Madhopur District

Block Geographical Area

(sq km)

Hilly Area (sq km)

Potential Area

(sq km)

Area recommended for Catchment

area treatment

(ha)

No. of MPT

No. of PT

No. of

PCD

No. of Anicut

No. of

MST

No of Recharge/

Farm Pond

Bamanwas 721.1 64.55 656.55 985.5 373 181 89 39 3 668

Bonli 1004.5 21.12 983.38 2019.1 500 235 144 41 3 690

Chauth Ka Barwara

439 32.34 406.66 322.7

420 210 93 53 1 3150

Gangapur City

645.5 146.58 498.92 1106

384 198 96 28 2 1877

Khandar 1453.81 403.06 1050.75 2708.8 768 389 183 100 2 4832

Sawai Madhopur

756.74 24.5 732.24 356.6

371 175 110 27 2 7258

District Total

5020.65 692.15 4328.50 7498.7

2816 1388 715 288 13 18478

MPT: Mini Percolation Tank, PT: Percolation Tank, PCD: Pacca Check dam, MST: Mini Storage Tank

Table 8.2: Block-wise Water Availability after Supply Side Interventions in Sawai Madhopur

District

Block Potential Area

(sq km)

Volume of sub surface storage space available for AR (mcm)

Surface water

Surplus (mcm)

Volume of Water conserved through

catchment area treatment and conservation

structures (mcm)

Volume of Water

conserved through

Farm Ponds (mcm)

Total Volume of Water

available from Supply side

interventions (mcm)

Bamanwas 656.55 40.0933 2.47 0.32 1.35 0.80 2.15

Bonli 983.38 176.244 3.26 0.62 1.82 0.83 2.65

Chauth Ka Barwara

406.66 18.2348 18.46 0.13 1.54 3.78 5.32

Gangapur City 498.92 233.265 3.98 0.38 1.35 2.25 3.6

Khandar 1050.75 285.479 98.63 0.95 2.90 5.80 8.7

Sawai Madhopur 732.24 164.827 10.21 0.15 1.34 8.71 10.05

District Total 4328.5 918.14 137.04 2.55 10.29 22.17 32.47

8.2.2 Demand Side Management

The Demand Side Management is proposed in all the blocks as the Stage of Ground

Water Development is and all the blocks fall in Over Exploited Category. Even though

after implementation of supply side management options in the current scenario, the

water saving is still less to compensate the withdrawal. So, there is a need of adopting

micro-irrigation techniques for water intensive crops or change in cropping pattern or

both are required to save water.

The micro-irrigation techniques viz. sprinkler or drip irrigation, which is not in practice

in the district till date is proposed to be adopted in 93194 ha. area of the district which

can save a total of 74.55 mcm water. Similarly, if the 50% of cropping area of wheat be

changed to gram crop it can save water up to 25.71 mcm (Figure 8.5).


Page 66 of 156

The block-wise details of area and water saved through demand side interventions are

presented in table 8.3. Table 8.4 presents the block-wise proposal for crop change and

water saving in the district.

Table 8.3: Block-wise proposal for adopting Micro-Irrigation in Sawai Madhopur District

Blocks Net Irrigated Area through Ground Water (ha)

50% of area proposed for adopting Micro Irrigation

Techniques (ha) (Sprinklers)

Water Saving through Micro

Irrigation (mcm) DW TW Total

1 2 3=(1+2) 5 6

Bamanwas 8221 9728 17949 8974 7.18

Bonli 33232 11438 44670 22335 17.87

Chauth Ka Barwara 20274 11242 31516 15758 12.61

Gangapur City 8287 12225 20512 10256 8.20

Khandar 304 37904 38208 19104 15.28

Sawai Madhopur 9562 23970 33532 16766 13.41

District Total 79880 106507 186387 93193.5 74.55

Table 8.4: Block-wise proposal for Crop Change and Water Saving in Sawai Madhopur District

Blocks Area under Wheat (ha)

Area Proposed for crop change from Wheat to Gram (ha)

Water Saving through Change in Crop (mcm)

Bamanwas 10468 5234 4.19

Bonli 13193 6596.5 5.28

Chauth Ka Barwara 4223 2111.5 1.69

Gangapur City 12779 6389.5 5.11

Khandar 12447 6223.5 4.98

Sawai Madhopur 11163 5581.5 4.47

District Total 64273 32136.5 25.71

Figure 8.5 : Sprinkler System and Wheat –Gram Crops


Page 67 of 156

8.2.3 Expected Benefits The impact of groundwater management plans on the groundwater system in the district

after its implementation is evaluated and the outcome shows significant improvement in groundwater scenario in all blocks as given in the table 8.5

After implementation of interventions the total Stage of Groundwater Extraction will

improve from 134% to 104%.

Table 8.5: Ground Water Availability & Stage After Interventions in Sawai Madopur District

Block Annual Extractable

Ground Water (mcm)

Current annual gross

ground water extraction for

‘All Uses’ (mcm)

Resource Availa-bility

Over- draft

Existing Stage of

GW Develop-ment in

%

Category Additional Water

Availability after

Supply side inter-

ventions (mcm)

Additional Water

Availability after

Demand side inter-ventions (mcm)&

Farm ponds

Annual Extractable

Ground Water (mcm) after

supply side inter-ventions

Ground water

extraction for ‘All

Uses’ (mcm) after

demand side inter-ventions

(mcm)

Projected Stage of

GW Develop-ment %

Category

Bamanwas 67.70 77.49 -9.79 114.46 OE 1.00 13.22 68.70 64.27 93.56 Critical

Bonli

76.40 88.38 -11.98 115.68 OE 1.53 25.29 77.93 63.09 80.96 Semi-Critical

Chauth Ka Barwara

46.38 54.15 -7.77 116.76 OE 0.89 18.50 47.27 35.65 75.42 Semi-Critical

Gangapur City

81.95 159.14 -77.18 194.18 OE 1.06 16.85 83.01 142.29 171.42 OE

Khandar

86.50 100.09 -13.58 115.70 OE 2.40 27.31 88.91 72.78 81.86 Semi-Critical

Sawai Madhopur

90.89 126.01 -35.12 138.64 OE 0.82 27.70 91.71 98.30 107.19 OE

District Total

449.82 605.25 -155.43 134.55 OE 7.70 128.87 457.52 476.39 104.12 OE

Figure 8.5: Expected Stage of Ground Water Development in Sawai Madhopur District

0.0

20.0

40.0

60.0

80.0

100.0

120.0

140.0

160.0

180.0

200.0


Gangapur Khandar SawaiMadhopur

114.5 115.7 116.8

194.2

115.7

138.6

111.6 112.3 106.5

189.0

106.1

127.9

93.681.0 75.4

171.4

81.9

107.2

Sta

ge

of

GW

Ex

tra

ctio

n %

Expected Change in Stage of Ground Water Extraction After Proposed Interventions

Existing Stage of GW ExtractionStage of GW Extraction after Supply side InterventionsStage of GW Extraction after Demand Side Interventions


Page 68 of 156

Sum Up

A thorough study was carried out based on data gap analysis, data generated in-house; data acquired from State Govt. departments and GIS maps prepared for various themes. All the available data was brought on GIS platform and an integrated approach was adopted for preparation of block wise aquifer maps and aquifer management plans of Sawai MadhopurDistrict.

Sawai Madhopur District covering an area of 5020.65 sq. km. has 682 sq.km as hilly area. Geologically, the area is occupied by Alluvium, Schists, Phyllites, Quartzites, Shales and Limestone formations. The stage of ground water development is 134%.The area witnessed Inland Salinity, Declining water level, Over-exploitation and low yield potential aquifers, being the major issues in the district. Trend analysis of Pre-monsoon water during the past decade (2005 – 2015) indicates declining trend of ground water levels in most parts of the District. Majority of wells analysed have registered declining trend of less than 1 m/year. Average declining rate in premonsoon and post-monsoon seasons is 0.726 and 0.002 respectively covering an area of about 68% to 39% in both the seasons in the district.

Managing ground water is a grand challenging problem in its severity, pervasiveness

and importance. To increase the water use efficiency, source sustainability plans of rain

water harvesting and artificial recharge have been envisaged in the district.

Rain water harvesting and artificial recharge measures are recommended in areas

showing declining ground water levels and also in blocks showing rise in ground water

levels but having water levels deeper than 3 mbgl.

The management plan has been proposed for all 6 blocks namely Bamanwas, Bonli,

Chauth Ka Barwara, Gangapur City, Khandar and Sawai Madhopur to manage the

ground water resources and to arrest further decline in water levels. The total non-

commited surplus surface water available in the district is134.49 mcm, which can be

utilized to bring down the Stage of Ground Water Development.

The management plan comprises two components namely supply-side management

and demand side management.

As a part of Supply side Management, a total of 2816 Mini Percolation Tank, 1388

Percolation Tank, 715 Pacca Check dams, 288 Anicuts, 13 Mini Storage Tanks which will

utilize 10.29 mcm water. After which an amount of 124.194 mcm non commited surplus

surface water is still available in the district.

To utilize the surplus water, a total 18478 farm ponds are proposed to be constructed in the district. The farm ponds will help in salinity affected area to reclaim the land for normal cultivation and reducing the salinity over the time,

In, Sawai Madhopur District a total 7.70 mcm ground water resources will be available after adopting supply side options and the stage of ground water development of the


Page 69 of 156

district will reduce to 127% and the area will be benefitted in terms of improvement in the quality of ground water and increase in soil moisture.

As a part of Demand side Management, micro-irrigation techniques are to be adopted in 931.93 sq. km area thereby saving a total of 74.55 mcm water. Change in cropping pattern is proposed in 321.65 sq.km of area which will save 25.71 mcm water in the district and in turn bring down the Stage of Ground Water Development to 104%. Recommendations The interventions discussed above needs to be implemented to bring down the Stage of Ground Water Development down and put a halt to further decline of ground water levels. The interventions above need to be supported by regulation on extraction from deeper aquifer. So, the deeper ground water resources are protected for future generation and also serve as ground water sanctuary in times of distress/drought. Agricultural and urban runoff tainted with chemical pesticides and fertilizers are the sources of waste water from domestic and agriculture sites. Effluents from industries, mining sites etc. are also responsible for huge amount of waste water generation. Considering wastewater as a resource, itcan be cleaned to such standards that it can be reused in a number of ways – e.g. for flushing toilets, laundry machines or irrigation for crops. There are no big industrial clusteres in the district instead very small industrial areas are situated at around Sawai Madhopur and Gangapur City Towns covering an area of about 414.88 ha., comprising of 192 industrial units. The waste water from these industrial areas can also be reused after defined treatment. In terms of the critical issues for the drinking water such as source sustainability, water quality management and better operation and maintenance, it is important that strong grassroots awareness is generated. Thus, IEC activities and capacity building activities needs to be aggressively propagated to establish the institutional framework for participatory ground water management. Farmers should be trained for adopting more efficient irrigation techniques and water

conservation practices and boosting recharge.

As it is peek time to move from source to resource much effort has to be made in the direction of preserving catchments, more plantations to conserve more water and multi-disciplinary approach to save more water viz. Diversification in agriculture (horticulture, vegetables, green houses, agro-forestry, fodder crops, Diversification of Livelihoods (Agriculture, Animal Husbandry, Self Employment), limiting extensive groundwater withdrawals which will inturn require limiting agricultural electricity subsidies provided by state governments and rationing of power.


Page 70 of 156

References

Ayers R.S.,Westcott.D.W.,1985, Water Quality for Agriculture. FAO Irrigation and

Drainage, Paper 29, Food and Agriculture Organization, Rome.

BIS (2012) Indian standard specification for drinking water. ISI 10500, New Delhi

District Census Hand Book, Sawai Madhopur.

District Survey Report, Sawai Madhopur, Ministry of Environment, Forest & Climate Change, New Delhi, Notification Date 25-07-2018).

District Outline of Sawai Madhopur, 2019. Ground Water Information Booklet, Sawai Madhopur, Central Ground Water Board, Western Region, Jaipur, 2013.

Gupta S.K, Ground Water Resource and Development Potential of Sawai Madhopur District, Rajasthan (Revised), 2000.

Hillel, D. 1982. Introduction to Soil Phvsics. Academic Press, New York N.Y.

Office of Executive Engineer, Water Resources Division, Sawai Madhopur.

Sonwal Prem, Drinking Water Availability and Management: A Case Study of Sawai Madhopur District, Journal of Global Resources Volume 6 (01) August 2019-January 2020 Page 183-188, ISSN: 2395-3160 (Print), 2455-2445 (Online). Study on Planning of Water Resources of Rajasthan- Integrated State Water Resources Plan, 2014

Sawyer G.N., Mc Carthy, D.L (1967) Chemistry of sanitary engineers, 2nd edn. Mc Graw Hill, New York, p 518

Tiwari, R.K, Mathur. R.P., Malhotra. V.D, Ground Water Resource and Development Potential of Sawai Madhopur District, Rajasthan (Revised), 1988.

water.rajasthan.gov.in/content/water/en/waterresourcesdepartment/WaterManagement/IWRM/annualrainfall.html.

Wilcox L.V, (1955) Classification and use of irrigation waters. USD Circular No. 969, p 19


Page 71 of 156

BLOCK-WISE AQUIFER MAPS

AND

MANAGEMENT PLANS

BAMANWAS BLOCK

BONLI BLOCK

CHAUTH KA BARWARA BLOCK

GANGAPUR CITY BLOCK

KHANDAR BLOCK

SAWAI MADHOPUR BLOCK


Page 72 of 156

BAMANWAS BLOCK

SALIENT INFORMATION

Block Name BAMANWAS

Longitude 76°23'58" to 76°42'44"

Latitude 26°14'43" to 26°43'39" Geographical Area Sq.km 721.1

Hilly Area (Sq.km) 64.55


Climate Average Temperature range (°C) 22 to 42 Rainfall Analysis Normal Rainfall (mm) 655.4

Mean Annual rainfall (mm) 696.8

Highest annual rainfall with year (mm) 1727 (1981) Lowest annual rainfall (mm) with year 233 (2002) Standard deviation (mm) 272.87 Coefficient of Variation (%) 39.1 Average Rainy days in a year 36 (Monsoon-26)


Mild (0 to -25%) 13 26

Normal (-25% to -50%) 9 18 Severe (-50% to -75%) 2 4

Most severe (-75% to -100%) Nil 0


Geomorphology

Geomorphic Unit

Alluvial Plain and Flood Plain of Morel River, Denudational &Structural Hills, Burried Pediments

Elevation (m amsl) 218 to 541


Page 73 of 156

Geomorphology Map

Soil Map

Geology Land Use Land Cover

• Alluvium (sand/ silt and clay alternating beds). Age: Recent to Sub-recent

• Alwar Quartzites Age: Proterozoic

Map from JSA-ISRO


Drainage Basin/Sub-Basin Chambal/Banas Hydrology Total 5 Irrigation Schemes Minor Irrigation Projects CCA <2000ha 4 having total CCA = 2208.4 ha Medium Irrigation Projects CCA between 2000 ha and 10000 ha

1 with CCA 7374 ha.


Page 74 of 156

LAND USE, AGRICULTURE, IRRIGATION & CROPPING PATTERN Geographical Area in ha. 72940 Forest Area in ha. 6849 Net Sown Area in ha. 33790 Area sown more than once in ha. 11495


Surface Water 0

Ground Water 17949

Other sources 1392



sown 21398 23887 0 Irrigated 18 19323 0

Principal Crops Area (in ha)


Oil Seeds 17610

Pulses 1783

Spices 146

Hydrogeology


CGWB 3

SGWD 14

NAQUIM Key Wells 7

WATER LEVEL BEHAVIOUR Pre-Monsoon (May-2020)

Post-Monsoon (November-2019)

Water Level (m bgl) 5.27-46.49 3.15-38.19


Page 75 of 156


Average Trend (m/year) 0.062 0.187 Hydograph


Rise (m/year) -0.445-(-0.027) -2.47-(-0.11)

Fall (m/year) 0.97 - 0.717 0.003 - 0.732

AQUIFER DISPOSITION

Number of Aquifers (Major) one

Number of Zones Two


II Fractured

CROSS SECTIONS

y = 0.7177x + 13.064

y = 0.7325x + 11.341

0

5

10

15

20

252011 2012 2013 2014 2015 2016 2017 2018 2019

Wat

er L

evel

in m

bgl

Year

Hydrograph of Bichhoh, Bamanwas Block




Page 76 of 156

Major Aquifer System Alluvium, Schist & Quartzite

CGWB GWD

Status of GW Exploration 13 4


Type of Aquifer Zone-I Zone-II (fractured) Depth of Occurrence (mbgl) 11.2-33.34 151-158.5 Granular/Weathered/ Fractured rocks thickness (m) 16.37 7.5

Yield Potential 0.9-660 1.2-5.3

Specific Yield (Sy) 0.06 0.01 Transmissivity (T) 2.93-272 7.28-12.42 Storativity 1x10-1 5.8x10-4 CHEMICAL QUALITY OF GROUND WATER

CHEMICAL QUALITY MAP VARIATION IN MAJOR & MINOR ELEMENTS

EC <3000 µS/cm at 25°C

62%

NO3 in mg/l>45 mg/l Permissible Limit

23% samples (Range: 48-105)

F in mg/l – 1 to 1.5 mg/l

12.5% samples

>1.5 mg/l 66.67% samples


Page 77 of 156

Suitability for Drinking

TDS Range (in % samples) Fresh 0-3000 71.40%

Brackish >-3000 28.57%

Hardness Range (in % samples)

Soft 0 – 75 5%

Moderately Hard 75 – 150 15%

Hard 150 – 300 45%

Very Hard >300 35%

Suitability for Irrigation

EC RSC (meq/l)

Type of Water Classification % Samples Range % Samples

< 1.25 50.0

Low Saline< 250 mg/l Excellent 0.00 1.25 - 2.0 10.0

Medium Saline250 – 750 mg/l Good 14.29 2.0 - 2.5 0.0

Highly Saline 750 –2250 mg/l Permissible 38.10 2.5 - 3.0 0.0

Very Highly saline>2250 mg/l Doubtful 47.62 > 3.0 40.0

Na% SAR

Water Class Range % Samples Water Class Range % Samples

Excellent < 20 23.81 Excellent <10 52.38

Good 20 - 40 0.00 Good 10 to 18 33.33

Medium 40 - 60 28.57 Medium 18 to 26 9.52

Bad 60 - 80 19.05 Bad >26 4.76

Very Bad > 80 28.57

GROUND WATER ISSUES 1. Inland Salinity 383.69 sq.km area

2. Over-Exploitation – Resource Availability At present the Ground water Draft is more than Annual Availability thus the district is deficit of

9.787 mcm water 3. Rainfall and Drought Mild Droughts in 26% years


4. Decadal Water Level Trend (2010-2019)- Average Trend is Declining


Ground Water Recharge Worthy Area (sq. km.) 656.55



Net Annual Ground Water Availability (mcm) 67.7 Existing Gross Ground Water Draft for All uses(mcm)

77.49

Provision for domestic and industrial requirement supply to 2025(mcm)

14.66



Page 78 of 156


In-Storage Resource

Total Area (Sq. 656.55


Sy 0.06



Mean aquifer 748.96

Sy 0.01

Resource (mcm) 7.49



Sustainability Period with existing draft 2 years


Artificial Recharge & Water Conservation Possibilities

Existing Structures constructed by State Govt. 396 Farm Pond / Khet Talai 323



Percolation tank 11


Talai(Talab) 14




Anicut 0

Sunken Pond 11

Staggered Trench 1

Pakka Check Dam 0


Water Supply(mcm)



Total Supply 77.487

Area of Block (Sq. Km.) 721.1


Page 79 of 156

Area suitable for Artificial recharge (sq.km) 239.8

Type of Aquifer


Hard Rock Area (sq.km) 77.49


Area proposed for catchment area treatment in ha.

985.5

Water Conservation Structures

Proposed No. of Structures 685

Mini Percolation Tanks 373

Percolation Tank 181

Pacca Check Dams 89

Anicut 39 Mini Storage Tanks 3

Farm Ponds

No. of Farm Ponds 668 Volume of Sub surface Storage Space available for Artificial Recharge (mcm)

40.09

Surplus Surface water Availability (mcm) 2.47 Water conserved in catchment area treatment (mcm) 0.32 Volume of Water expected to be conserved (mcm) 1.35 water conserved through farm ponds (mcm) 0.8

Total Volume of water conserved in catchment area and Water Conservation Structures mcm 1.00

DEMAND SIDE MANAGEMENT

Micro irrigation techniques


Irrigation Area (ha) proposed for irrigation through Sprinkler 8974

Water Saving by use of Sprinklers 7.18 Cropping Pattern change Cropping Area (ha) proposed for change in crop 5234 Water Saving by Change in Cropping Pattern 5.23

EXPECTED BENEFITS

Net Ground Water Availability (mcm) 2017 67.7 Additional GW resources available after Supply side interventions (mcm) 1.00 Net Ground Water Availability after Supply side intervention (mcm)

68.70


Page 80 of 156

Ground Water Availability after Demand side intervention (mcm)

12.41

Existing Ground Water Draft for All Purposes (mcm)

77.49

GW draft after Supply Side Interventions (mcm) 76.69 GW draft after Demand Side Interventions (mcm)

64.28

Present stage of Ground Water Development (%) 114.46 Projected Stage of Ground Water Development after Supply Side interventions (%) 111.63 Projected Stage of Ground Water Development after Demand Side interventions (%) 93.57

In-storage Resources 119.07

Net availability after interventions 68.70 Total Ground Water Resources (In-storage & Availability after all interventions) mcm 187.76

Sustainability of GW Resources with existing Draft (in years)

3


Page 81 of 156

BONLI BLOCK

SALIENT INFORMATION

Block Name BONLI

Longitude 76°06'10" to 76°36'55"

Latitude 26°10'54" to 26°29'46"

Geographical Area Sq.km 1004.5



Climate Average Temperature range (°C) 21 to 41 Rainfall Analysis

Normal Rainfall (mm) 593.2 Mean Annual rainfall (mm) 653.9 Highest annual rainfall with year (mm) 1494.8 (1983) Lowest annual rainfall (mm) with year 97 (2002) Standard deviation (mm) 304.10


Average Rainy Days in a year 35 (Monsoon-26)


Mild (0 to -25%) 5 10

Normal (-25% to -50%) 15 30

Severe (-50% to -75%) 4 8 Most severe (-75% to -100%) 1 2 Probability of Normal Rainfall 55%


Page 82 of 156

Geomorphology Geomorphic Unit Alluvial Plain of Morel River, Aeolian

sediments, Pediments ( normal and Burried) and some Ravines

Elevation (m amsl) 204.2 - 449.3

Geomorphology Map Soil Map



• Metamorphic formation of Bhilwara Supergroup, Age: Archean

• Sedimentary formation of Vindhyan Supergroup, Age: Upper Proterozoic

Map from JSA-ISRO


Drainage Basin/Sub-Basin Chambal/Morel Hydrology 2 Irrigation Schemes


Page 83 of 156

Minor Irrigation Projects CCA <2000ha 1 with CCA 405 ha Medium Irrigation Projects CCA between 2000 ha and 10000 ha 1 with CCA 7282 ha LAND USE, AGRICULTURE, IRRIGATION & CROPPING PATTERN

Geographical Area in ha. 101316 Forest Area in ha. 3741

Net Sown Area in ha. 53408 Area sown more than once in ha. 23668


Surface Water 0

Ground Water 44670

Other sources 340



sown 31021 46018 40

Irrigated 23 45947 40

Principal Crop Area (ha)


Oil Seeds 35496

Pulses 10273

Spices 308

Hydrogeology


CGWB 5

SGWD 36

NAQUIM Key Wells 6

WATER LEVEL BEHAVIOUR

Pre-Monsoon (May-2020)Water Level Post-Monsoon (November-2019) Water Level

4.5 - 26.4 m bgl 0.29 - 24.61 m bgl


Page 84 of 156

y = -0.6567x + 20.067

y = -0.898x + 17.5580

5

10

15

20

25

302011 2012 2013 2014 2015 2016 2017 2018 2019

Wa

ter

Lev

el i

n m

bg

l

Year

Hydrograph of Ghata Bonli Block




Average Trend (m/year) 0.632 -0.272


Rise -0.99 – (-0.033) -1.618 – (-0.007)

Fall 0.001–2.67 0.034 - 0.672

AQUIFER DISPOSITION


Number of Zones two


II Fractured

CROSS SECTIONS


Page 85 of 156

Major Aquifer System


20 5


Type of Aquifer Zone-I (Phreatic) Zone-II (fractured) Depth of Occurrence (mbgl) 10.49-25.43 108.21-117.14 Granular/Weathered/ Fractured rocks thickness (m) 15.04 8.92


Specific Yield (Sy) 0.07 0.0225 Transmissivity (T) 0.45-11.38 0.24-40.5

CHEMICAL QUALITY OF GROUND WATER

Suitability for Drinking TDS Range % Samples Fresh 0-3000 92.87%

Brackish >-3000 7.14%

Hardness Range % Samples

Soft 0 – 75 7.14% Moderately Hard 75 – 150 7.14%

Hard 150 – 300 35.71%

Very Hard >300 50.00%

CHEMICAL QUALITY MAP VARIATION IN MAJOR ELEMENTS

EC <3000 µS/cm at 25°C 82.32% samples

NO3 in mg/l>45 mg/l 18.52%


Page 86 of 156

F in mg/l – 1 to 1.5 mg/l 31.82%

>1.5 mg/l 59%


EC RSC (meq/l)

Type of Water Classification

% samples Range % samples

< 1.25 55.6

Low Saline< 250 mg/l Excellent 0.00 1.25 - 2.0 3.7 Medium Saline 250 – 750 mg/l Good 14.29 2.0 - 2.5 3.7 Highly Saline 750 – 2250 mg/l Permissible 53.57 2.5 - 3.0 3.7 Very Highly saline> 2250 mg/l Doubtful 32.14 > 3.0 33.3

Na% SAR

Water Class Range % samples Water Class Range % samples

Excellent < 20 3.57 Excellent <10 75

Good 20 - 40 17.86 Good 10 to 18 25

Medium 40 - 60 32.14 Medium 18 to 26 0.00

Bad 60 - 80 10.71 Bad >26 0.00

Very Bad > 80 35.71 Water Class Range


2. Over-Exploitation – Resource Availability At present the Ground water Draft is more than Annual Availability thus the district is deficit of


Normal Droughts in 30.00% years Severe Drought in 8.00% years Very Severe Droughts in 2% years


Ground Water Recharge Worthy Area (Sq. Km.) 983.38


Page 87 of 156



Net Annual Ground Water Availability (mcm) 76.4 Existing Gross Ground Water Draft for All uses(mcm) 88.38

Provision for domestic and industrial requirement supply to 2025(mcm) 25.95



In-Storage Resource



Sy 0.07




Sy 0.0225











Percolation tank 11


Talai(Talab) 20




Anicut 7

Sunken Pond 2

Staggered Trench 9

Pakka Check Dam 3


Water Supply(mcm)



Total Supply 106.30


Page 88 of 156



Type of Aquifer




Area proposed for catchment area treatment in ha 2019.1






Anicut 41


Farm Ponds


176.244

Surplus Surface water Availability (mcm) 3.26 Water conserved in catchment area treatment (mcm)

0.62


Total Volume of water conserved in catchment area and Water Conservation Structures mcm 1.53 water conserved through farm ponds (mcm) 0.83



Irrigation Area (ha) proposed for irrigation through Sprinkler 22335 Water Saving by use of Sprinklers 17.87 Cropping Pattern change Cropping Area (ha) proposed for change in crop 6596 Water Saving by Change in Cropping Pattern 6.59

EXPECTED BENEFITS




Page 89 of 156

Ground Water Availability after Demand side intervention 24.46 Existing Ground Water Draft for All Purposes (mcm) 88.38 GW draft after Supply Side Interventions (mcm) 87.55 GW draft after Demand Side Interventions (mcm) 63.09 Present stage of Ground Water Development (%) 115.68 Projected Stage of Ground Water Development after Supply Side interventions (%) 112.3481 Projected Stage of Ground Water Development after Demand Side interventions (%) 80.96 In-storage Resources 173.29

Net availability after interventions 77.93 Total Ground Water Resources (In-storage & Availability after all interventions) mcm 251.22 Sustainability of GW Resources with existing Draft (in years) 4


Page 90 of 156

CHAUTH KA BARWARA BLOCK SALIENT INFORMATION

Block Name CHAUTH KABARWARA

Longitude 75°55'57" to 76°21'59"

Latitude 25°49'14" to 26°15'35"

Geographical Area Sq.km 439



Climate Average Temperature range (°C) 18 to 39

Rainfall Analysis

Mean Annual rainfall (mm) 705.8 Highest annual rainfall (mm) with year (mm) 1113 (2013) Lowest annual rainfall (mm) with year 260 (2013) Standard deviation (mm) 219.5 Coefficient of Variation (%) 31.1

Average Rainy Days in a year 38 (Monsoon -29)


Mild (0 to -25%) 3 14.29

Normal (-25% to -50%) 3 14.29 Severe (-50% to -75%) 1 4.76 Most severe (-75% to -100%) 1 4.8

Probability of Normal Rainfall

Geomorphology

Geomorphic Unit

Alluvial Plain of Banas River, Denudational & Structural Hills, Burried Pediments and Ravines

Elevation (m amsl) 287 -363


Page 91 of 156



• Metamorphic formation of Bhilwara Supergroup, Age: Archean


Map- JSA-ISRO


Page 92 of 156


Drainage Basin/Sub-Basin Chambal/Banas Hydrology 1 irrigation schemes

Minor Irrigation Projects CCA <2000ha 1 with CCA 1354 ha Medium Irrigation Projects CCA between 2000 ha and 10000 ha Nil





Surface Water 0

Ground Water 31516

Other sources 0



sown 30884 31302 41

Irrigated 235 31240 41


Crop Type

Cereals 6247

Oil Seeds 16521

Pulses 38523

Spices 126

Hydrogeology


CGWB 1

SGWD 17

NAQUIM Key Wells 4


Pre-Monsoon (May-2020) Water Level Post-Monsoon (November-2019) Water Level

2.25 - 23.58 m bgl 1.15-24.19 m bgl


Page 93 of 156

Hydrograph

AQUIFER DISPOSITION


Number of Zones Two


II Fractured

CROSS SECTIONS


Page 94 of 156

Major Aquifer System


8 2


Type of Aquifer Zone-I (Phreatic) Zone-II (fractured) Depth of Occurrence (mbgl) 11.31-27.07 146-150

Granular/Weathered/ Fractured rocks thickness (m) 14.09 4

Yield Potential 0-3.6 20-290

Specific Yield (Sy) 0.08 0.013 Transmissivity (T) 0.65 0.51 CHEMICAL QUALITY OF GROUND WATER

Suitability for Drinking TDS Range % Samples Fresh 0-3000 100%

Brackish >-3000 0


Soft 0 – 75 0.00%

Moderately Hard 75 – 150 27.27%

Hard 150 – 300 36.36%

Very Hard >300 36.36%



Page 95 of 156

EC < 3000 µS/cm at 25°C

10%

NO3 in mg/l>45 mg/l

16.67


10%

>1.5 mg/l 20%


EC RSC (meq/l)

Range % Samples

Type of Water Classification % Samples < 1.25 66.7%

Low Saline< 250 mg/l Excellent 0.00% 1.25 - 2.0 8.3%

Medium Saline 250 –750 mg/l Good 16.67% 2.0 - 2.5 0.0%

Highly Saline 750 – 2250 mg/l Permissible 66.67% 2.5 - 3.0 0.0%

Very Highly saline> 2250 mg/l Doubtful 16.67% > 3.0 25.0%

Na% SAR

Water Class Range % Samples Water Class Range % Samples Excellent < 20 8.33%

Good 20 - 40 33.33% Excellent <10 83.33%

Medium 40 - 60 16.67% Good 10 to 18 16.67%

Bad 60 - 80 16.67% Medium 18 to 26 0.00%

Very Bad > 80 25.00% Bad >26 0.00%


2. Over-Exploitation – Resource Availability At present the Ground water Draft is

more than Annual Availability thus the

district is deficit of 7.77 mcm water

3. Rainfall and Drought Mild Droughts in 14% years Normal Droughts in 14.00% years Severe Drought in 4.8% years Very Severe Droughts in 4.8% years



Page 96 of 156





Existing Gross Ground Water Draft for All uses(mcm) 54.15 Provision for domestic and industrial requirement supply to 2025(mcm) 1.16



In-Storage Resource


Mean aquifer 11552

Sy 0.08



Mean aquifer 3947

Sy 0.013






Artificial Recharge& Water Conservation Possibilities Existing Structures constructed by State Govt. 161 Farm Pond / Khet Talai 0



Percolation tank 32


Talai (Talab) 3




Anicut 9

Sunken Pond 0

Staggered Trench 3

Pakka Check Dam 3


Page 97 of 156


Water Supply (mcm)



Total Supply 49.89

Area of Block (Sq. Km.) 439


Type of Aquifer


Hard Rock (sq.km) 304 Catchment Area Treatment

Area proposed for catchment area treatment in ha

322.7

Water Conservation Structures Proposed No. of Structures 777 Mini Percolation Tanks 420 Percolation Tank 210 Pacca Check Dams 93 Anicut 53 Mini Storage Tanks 1

Farm Ponds No. of Farm Ponds 3150

Volume of Sub surface Storage Space available for Artificial Recharge (mcm)

18.23

Surplus Surface water Availability (mcm) 18.46 Water conserved in catchment area treatment (mcm) 0.13 Volume of Water expected to be conserved (mcm) 1.54 Total Volume of water conserved in catchment area and Water Conservation Structures mcm 0.90 water conserved through farm ponds (mcm) 3.78



Irrigation Area (ha) proposed for irrigation through Sprinkler 15758 Water Saving by use of Sprinklers 12.61 Cropping Pattern change


Page 98 of 156

Cropping Area (ha) proposed for change in crop 2111 Water Saving by Change in Cropping Pattern 2.11

EXPECTED BENEFITS







Present stage of Ground Water Development (%) 116.8




Page 99 of 156

GANGAPUR CITY BLOCK SALIENT INFORMATION

Block Name GANGAPUR CITY

Longitude 76°33'27" to 76°59'02"


Hilly Area (sq.km) 146.58



Normal Rainfall (mm) 673.1 Mean Annual rainfall (mm) 710 Highest annual rainfall (mm) with year (mm) 1228 (1983) Lowest annual rainfall (mm) with year 205.8 (1989) Standard deviation (mm) 239.1




Mild (0 to -25%) 13 26

Normal (-25% to -50%) 10 20

Severe (-50% to -75%) 3 6 Most severe (-75% to -100%) Nil 0


Geomorphology


Page 100 of 156

Geomorphic Unit Alluvial Plains and sandy plains, Burried Pediments, vally fills and Ravines

Elevation (m amsl) 219.1 – 428.6



Map JSA-ISRO


Drainage Basin/Sub-Basin Chambal/Banas Hydrology Total 3 Irrigation Schemes Minor Irrigation Projects CCA <2000ha 3 with total CCA 1824.5 ha. Medium Irrigation Projects CCA between 2000 ha and 10000 ha Nil LAND USE, AGRICULTURE, IRRIGATION & CROPPING PATTERN

Geographical Area in ha. 64422


Page 101 of 156

Forest Area in ha. 3058



Surface Water 786

Ground Water 20512

Other sources 7582



sown 24690 36347 180

Irrigated 337 28370 180


Crop Type

Cereals 31689

Oil Seeds 25736

Pulses 3574

Spices 545

Hydrogeology


CGWB 4

SGWD 18

NAQUIM Key Wells 1


Pre-Monsoon (May-2020) Water Level Post-Monsoon (November-2019) Water Level

2.95-41.8 m bgl 1-45.96 m bgl


Page 102 of 156


Average Trendm/year 0.34 0.303


Rise -0.86 – (-0.17) -0.337 – (-0.035)

Fall 0.05 –2.47 0.20 - 1.35

AQUIFER DISPOSITION


Number of Zones two


II Fractured

CROSS SECTIONS Major Aquifer System


Page 103 of 156


11 4

BASIC AQUIFER CHARACTERISTICS Type of Aquifer Zone-I (Phreatic) Zone-II (fractured) Depth of Occurrence (mbgl) 15.54-30.08 119.66-125 Granular/Weathered/ Fractured rocks thickness (m) 45 6

Yield Potential 0.9-600 1.5-3.2

Specific Yield (Sy) 0.08 0.02 Transmissivity (T) 0.39-133.7 - Storativity (S) 1x10-1 - CHEMICAL QUALITY OF GROUND WATER

Suitability for Drinking TDS Range % Samples Fresh 0-3000 84.21%

Brackish >-3000 15.78%


Soft 0 – 75 0.00%

Moderately Hard 75 – 150 27.78% Hard 150 – 300 50.00%

Very Hard >300 22.22%


EC < 3000 µS/cm at 25°C

21.43% samples

NO3 in mg/l>45 mg/l

30% (Range 75-136)


Page 104 of 156


5.26%

>1.5 mg/l 47.37%


EC RSC (meq/l)

% Samples Range % Samples

Type of Water Classification < 1.25 35.3


Medium Saline 250 –750 mg/l Good 21.05 2.0 - 2.5 0.0

Highly Saline 750 – 2250 mg/l Permissible 47.37 2.5 - 3.0 5.9

Very Highly saline> 2250 mg/l Doubtful 31.58 > 3.0 52.9

Na% SAR Water Class Range % Samples Water Class Range % Samples


Good 20 - 40 11.11 Good 10 to 18 21.05

Medium 40 - 60 33.33 Medium 18 to 26 5.263

Bad 60 - 80 22.22 Bad >26 5.263

Very Bad > 80 27.78

3.3. GROUND WATER ISSUES 1. Inland Salinity 166 sq.km area

2. Over-Exploitation – Resource Availability

At present the Ground water Draft is more than Annual Availability thus the district is deficit of



4. Decadal Water Level Trend (2010-2019)-

Declining

GROUND WATER RESOURCE & EXTRACTION Ground Water Recharge Worthy Area (sq.km.) 498.92

Total Annual Ground Water Recharge 86.26


Page 105 of 156

(mcm)

Natural Discharge (mcm) 8.626 Net Annual Ground Water Availability (mcm) 81.95 Existing Gross Ground Water Draft for All uses(mcm) 159.14




In-Storage Resource


Mean aquifer 14562

Sy 0.08

Total Resource 1165


Mean aquifer 785.38

Sy 0.015






Artificial Recharge& Water Conservation Possibilities Existing Structures constructed by State Govt.

352




Percolation tank 0


Talai (Talab) 18




Anicut 0

Sunken Pond 2


Water Supply(mcm)




Page 106 of 156

Total Supply 162.3



Type of Aquifer

Soft Rock Area (sq.km) 390




1106





Pacca Check Dams 96

Anicut 28


Farm Pond

No. of Farm Ponds 1877


233.27

Surplus Surface water Availability (mcm) 3.98

Water conserved in catchment area treatment (mcm) 0.38

Volume of Water expected to be conserved (mcm) 1.35 Total Volume of water conserved in catchment area and Water Conservation Structures mcm 1.06 water conserved through farm ponds (mcm) 2.25


Use of Sprinklers for Irrigation Irrigation Area (ha) proposed for irrigation through Sprinkler 10256 Water Saving by use of Sprinklers 8.2 Cropping Pattern change Cropping Area (ha) proposed for change in crop 6389 Water Saving by Change in Cropping Pattern 6.38

EXPECTED BENEFITS



Page 107 of 156



Existing Ground Water Draft for All Purposes (mcm) 159.14 GW draft after Supply Side Interventions (mcm) 156.89


Present stage of Ground Water Development (%) 194.18




Page 108 of 156

KHANDAR BLOCK SALIENT INFORMATION

Block Name KHANDAR

Longitude 76°16'40" to76°51'40"

Latitude 25°44'27" to26°12'28" Geographical Area Sq.km 1453.81




Normal Rainfall (mm) 711.9 Mean Annual rainfall (mm) 708.35 Highest annual rainfall with year (mm) 1243 (2019) Lowest annual rainfall (mm) with year 237 (1989) Standard deviation (mm) 231.90



Drought Analysis

Mild (0 to -25%) 16

Normal (-25% to -50%) 10 Severe (-50% to -75%) 3

Most severe (-75% to -100%) Nil


Geomorphology

Geomorphic Unit

Alluvial Plain of Banas and Chambal Rivers, their valley fills sorrounded by Ravines. Structural Hills, Burried


Page 109 of 156

Pediments

Elevation (m amsl) 164.4 – 492.7



Ranthambore Quartzite, Bhilwara Supergroup, Age: Archean

Map JSA-ISRO


Drainage Basin/Sub-Basin Chambal Hydrology 2 Irrigation Schemes Minor Irrigation Projects CCA <2000ha 1 with CCA 1718.62 ha

Medium Irrigation Projects CCA between 2000 ha and 10000 ha

1 with CCA 3167 ha


Page 110 of 156




Rainfed Crop Rice in 13.83 sq.km area


Surface Water 0

Ground Water 38208

Other sources 0



sown 27308 32467 12

Irrigated 6040 31256 12


Crop Type

Cereals 18962

Oil Seeds 20924

Pulses 17271

Spices 1759

Hydrogeology


CGWB 7

SGWD 21

NAQUIM Key Wells 1


Pre-Monsoon (May-2020) Water level Post-Monsoon (November-2019)Water level

3.36 - 53.78 m bgl 1.9-57.5 m bgl


Page 111 of 156




Rise -1.16 – (-0.202) -0.73- (-0.033)

Fall 0.028 - 1.41 0.06 –1.005

AQUIFER DISPOSITION


Number of Zones Two


II Fractured

CROSS SECTIONS


Page 112 of 156

Major Aquifer System CGWB GWD

Status of GW Exploration 14 15


Type of Aquifer Zone-I (Phreatic) Zone-II (fractured)

Depth of Occurrence (mbgl) 10.57-27.00 103.77-110.27


Yield Potential 1-107.4 0.45-721

Specific Yield (Sy) 0.07 0.02

Transmissivity (T) 12.48-16.38 2.32-232

Storativity (S) 3.37x10-5



TDS Range % Samples

Fresh 0-3000 100%

Brackish >-3000 0.00%


Soft 0 – 75 0.00%


Hard 150 – 300 47.62%

Very Hard >300 52.38%


Page 113 of 156


EC < 3000 µS/cm at 25°C

100%

NO3 in mg/l>45 mg/l 9.25%


38.1%

>1.5 mg/l 19.05%


EC RSC (meq/l)

Type of Water Classification

Range % Samples

< 1.25 90.5


Medium Saline 250 – 750 mg/l Good 14.29 2.0 - 2.5 0.0

Highly Saline 750 – 2250 mg/l Permissible 76.19 2.5 - 3.0 0.0

Very Highly saline> 2250 mg/l Doubtful 9.52 > 3.0 0.0

Na% SAR

Water Class Range % Samples Water Class Range % Samples


Good 20 - 40 42.86 Good 10 to 18 0.00

Medium 40 - 60 28.57 Medium 18 to 26 0.00

Bad 60 - 80 0.00 Bad >26 0.00

Very Bad > 80 19.05

GROUND WATER ISSUES 1. Over-Exploitation – Resource Availability At present the Ground water Draft is more

than Annual Availability thus the district is

deficit of 13.58 mcm water 2. Rainfall and Drought Mild Droughts in 32% years


3. Decadal Water Level Trend (2010-2019)- Declining






Page 114 of 156

Net Annual Ground Water Availability (mcm) 86.5 Existing Gross Ground Water Draft for All uses(mcm) 100.09




In-Storage Resource



Sy 0.07



Mean aquifer 8717.7

Sy 0.02



Total In-storage Resource (mcm) 231.74 Total Resource Dynamic + In-storage 318.24 Sustainability Period with existing draft 3 years



Existing Structures constructed by State Govt. 307 Farm Pond / Khet Talai 15



Percolation tank 49


Talai(Talab) 9




Anicut 9


Water Supply(mcm)



Total Supply 84.5275


Page 115 of 156



Type of Aquifer




Area proposed for catchment area treatment in ha 2708.8






Anicut 100


Farm Ponds


285.479

Surplus Surface water Availability (mcm) 98.63 Water conserved through catchment area treatment (mcm) 0.95 Volume of Water expected to be conserved (mcm) 2.9

Total Volume of water conserved in catchment area and Water Conservation Structures mcm

2.40

water conserved through farm ponds (mcm) 5.8



Irrigation Area (ha) proposed for irrigation through Sprinkler 19104 Water Saving by use of Sprinklers 15.28 Cropping Pattern change Cropping Area (ha) proposed for change in crop 6223

Water Saving by Change in Cropping Pattern 6.22

EXPECTED BENEFITS



Page 116 of 156






Present stage of Ground Water Development (%) 115.7 Projected Stage of Ground Water Development after Supply Side interventions (%) 106.05 Projected Stage of Ground Water Development after Demand Side interventions (%) 81.87 In-storage Resources 231.74



Page 117 of 156

SAWAI MADHOPUR BLOCK SALIENT INFORMATION

Block Name SAWAI MADHOPUR

Longitude 76°14'20" to 76°33'25"





Normal Rainfall (mm) 873.4 Mean Annual rainfall (mm) 848 Highest annual rainfall with year (mm) 1868 (2018) Lowest annual rainfall with year (mm) 295 (1984) Standard deviation (mm) 303.6



Drought Analysis No. of years of Drought Frequency % Mild (0 to -25%) 17 34

Normal (-25% to -50%) 9 18 Severe (-50% to -75%) 2 4 Most severe (-75% to -100%) Nil 0


Geomorphology

Geomorphic Units Alluvial Plain of Banas River, Ravines. Structural Hills, Burried Pediments

Elevation(m amsl) 213 - 505


Page 118 of 156


Alluvium (sand/ silt and clay alternating beds). Age: Recent to Sub-recent

Sedimentary formation of Vindhyan Supergroup, Age: Upper Proterozoic

Ranthambore Quartzite, Bhilwara Supergroup, Age: Archean

Map JSA ISRO


Drainage Basin/Sub-Basin Chambal/Banas


Page 119 of 156

Hydrology 5 Irrigation Schemes Minor Irrigation Projects CCA <2000ha 4 with CCA 3753.07 ha Medium Irrigation Projects CCA between 2000 ha and 10000 ha 1 with CCA 4847.71 ha LAND USE, AGRICULTURE, IRRIGATION & CROPPING PATTERN

Geographical Area in ha. 110681 Forest Area in ha. 30020 Net Sown Area in ha. 48652 Area sown more than once in ha. 27378

Area under Irrigation (Net) in ha Surface Water 0 Ground Water 33532 Other sources 0


Kharif Rabi Zaid Rabi sown 42193 33837 0

Irrigated 243 33289 0 Principal Crops Area (ha)

Crop Type Cereals 18793 Oil Seeds 16259

Pulses 40030 Spices 187

Hydrogeology


CGWB 4

SGWD 21

NAQUIM Key Wells 1


Pre-Monsoon (May-2020) Water Level Post-Monsoon (November-2019) Water Level 6.3-28.1 m bgl 1.16-27.83 m bgl


Page 120 of 156




Rise -1.10 – (-0.11) -0.922 – (-0.194)

Fall 0.058 - 2.67 0.21–2.02

AQUIFER DISPOSITION


Number of Zones two


II Fractured


Page 121 of 156

Major Aquifer System Status of GW Exploration CGWB GWD

16 12


Type of Aquifer Zone-I (Phreatic) Zone-II(fractured)

Depth of Occurrence (mbgl) 16.13-37.41 123.64-129.65



Specific Yield (Sy) 0.08 0.02

Transmissivity (T) 4.42-35.99 10.88-11.76

Storativity (S) 2.07x10-4 to 7.713x10-6 -



TDS Range % Samples

Fresh 0-3000 100%

Brackish >-3000 0


Soft 0 – 75 0.00%


Hard 150 – 300 50.00%

Very Hard >300

38.89%



Page 122 of 156

EC < 3000 µS/cm at 25°C

No sample

NO3 in mg/l>45 mg/l No sample


14.29%

>1.5 mg/l Nil


EC RSC (meq/l)

Type of Water Classification % Samples Range % Samples

< 1.25 72.2%

Low Saline< 250 mg/l Excellent 0.00% 1.25 - 2.0 5.6%

Medium Saline 250 –750 mg/l Good 22.22% 2.0 - 2.5 0.0%

Highly Saline 750 – 2250 mg/l Permissible 72.22% 2.5 - 3.0 5.6%

Very Highly saline> 2250 mg/l Doubtful 5.56% > 3.0 16.7%

Na% SAR

Water Class Range % Samples Water Class Range %

Samples

Excellent < 20 11.76% Excellent <10 88.24%

Good 20 - 40 11.76% Good 10 to 18 11.76%

Medium 40 - 60 47.06% Medium 18 to 26 0.00%

Bad 60 - 80 11.76% Bad >26 0.00%

Very Bad > 80 17.65%

GROUND WATER ISSUES 1. Over-Exploitation – Resource Availability

At present the Ground water Draft is more than Annual Availability thus the district is deficit of 35.12 mcm water

2. Rainfall and Drought Mild Droughts in 34% years Normal Droughts in 18.00% years Severe Drought in 4.00% years

3. Decadal Water Level Trend (2010-2019) Declining





Page 123 of 156



Existing Gross Ground Water Draft for All uses(mcm) 126




In-Storage Resource


Mean aquifer 10703

Sy 0.08



Mean aquifer 2590.3

Sy 0.0225






Artificial Recharge & Conservation Possibilities





Percolation tank 20


Talai (Talab) 12




Anicut 3

Sunken Pond 1

Staggered Trench 0

Pakka Check Dam 0


Water Supply(mcm)



Page 124 of 156


Total Supply 113.01



Type of Aquifer

Soft Rock area (sq.km) 317.8

Hard Rock area (sq.km) 575 Catchment Area Treatment


356.6






Anicut 27


Farm Ponds No. of Farm Ponds 7258


164.83

Surplus Surface water Availability (mcm) 10.21 Water conserved in catchment area treatment (mcm) 0.15


Total Volume of water conserved in catchment area and Water Conservation Structures mcm 0.82 water conserved through farm ponds (mcm) 8.71



Irrigation Area (ha) proposed for irrigation through Sprinkler 16766 Water Saving by use of Sprinklers 13.41 Cropping Pattern change

Cropping Area (ha) proposed for change in crop 5581 Water Saving by Change in Cropping Pattern 5.58

EXPECTED BENEFITS

Net Ground Water Availability (mcm) 2017 90.89

Additional GW resources available after Supply side 0.82


Page 125 of 156

interventions (mcm)



Existing Ground Water Draft for All Purposes (mcm) 126



Present stage of Ground Water Development (%) 138.64 Projected Stage of Ground Water Development after Supply Side interventions (%) 127.89 Projected Stage of Ground Water Development after Demand Side interventions (%) 107.18 In-storage Resources 177.08



Page 126 of 156

Micro-level Aquifer Management Plan : Village Bareela BLOCK : Bamanwas DISTRICT : Sawai Madhopur

Gram/village Bareela, Gram Panchayat: Raneela

Introduction Bareela is a small Village/hamlet in Bamanwas Tehsil in Sawai Madhopur District of Rajasthan State, India. It comes under Bareela Panchayath. It belongs to Bharatpur Division. It is located 81 km towards North from District head quarters Sawai Madhopur. 15 km from Bamanwas. 98 km from State capital Jaipur Lalsot, Todabhim , Bandikui , Mahwa are the near by Cities to Bareela.

longitude 76.5893° E

lattitude 26.6104° N Block/Tehsil/Panchayat samiti

Bamanwas/Bamanwas/ Bamanwas

DISTRICT Sawai Madhopur State Rajasthan Nearest Town (with distance ) Gangapur City (23 km)

Nearest Railway Station Gangapur City (23 km)

Name of Gram Pradhan / Sarpanch

Rajesh Saini

Postal Addess of Gram Panchayat with PIN code

Pincode: 322211, Badila B.O Post Office, Bareela, Bamanwas, Sawai Madhopur, Rajasthan

Area( SqKm) 6.27

Population (2011) Reported now

1406 More than 2000

Physiographical Description Elevation 276 m amsl

River & Drainage System No. of ponds/Anicuts/Bandha

3 percolation tanks under MJSA

Climate Warm and Temperate

Temperature 22 to 42 °C

Rainfall (mm) Mean average RF of block: 655 mm

Soil Clayey

Irrigation Facilities Farm Ponds in 90% agricultural fields Sprinklers in 90% of agricultural fields

Flora & Fauna Desi Babool, Kikar

Agriculture 80% Mustard, Rest Gram & Wheat


Page 127 of 156

Animal Husbandry Cow, Buffalo, Sheeps and Goats

Mines & Minerals NA

Industrialization NA

Transport & Communication Government as well as private bus services available

Any other relevant Information(Census statistics)

Total No. of Houses

223

Population 1406

Child (0-6) 197

Schedule Caste 206

Schedule Tribe 510

Literacy 70.14%

Total Workers 715

Main Worker 183

Marginal Worker

532

Hydrogeology: EW Drilled 1 no, 200 m deep

SWL 9.92 m bgl

Discharge 126.6 lpm

Transmissivity 7.28 m2/day

Lithology Older Alluvium- 0 to 39 m

Weathered metamorphic- 39 to 63 m

Compact quartzite and schists with isolated fractures till 200 m bgl.

Sources of water ( in terms of quantity and quality ), irrigation, domestic, industry

One well- PHED Supply Tanker Supply through PHED (4000 lit each)- 6 tankers- 24000 litres 5 functional Gram Panchayat Handpumps

Demand of water ( irrigation sector , Domestic consumption , Drinking water, animal husbandary ,other consumption )

As per norms (60 lpcd) :84000 lit As reported by villagers 10 to 12 tankers of 10,000 lit

Present status of development ( Irrigation sector , Domestic consumption )

2 PHED TW in village but water is saline (as reported by villagers) 10 Handpumps, only 5 of 10 are functional 4 village ponds exist but not in good condition.

Gap Assessment /Water problem

Shortage of drinking water – 50,000 litres

Ground water quality Saline in deeper zones


Page 128 of 156

Solutions Management Plan

Supply Side Management:

Anicut- can be constructed near Gaukund Pulia to cater the water demand at least for cattle. Bharna Pond requires pitching and maintenance

Restoration of Ponds required with a governing body. Supply from Morasagar Dam be restored

Demand Side Management:

90% of fields already have sprinklers and a water efficient crop-Mustard is being grown in 80% of area, thus demand side strategies’ are already being adopted by the villagers wisely.

Exploration of deep aquifer:

1 EW constructed in 2019 but not yet handed over.

Depth of EW Drilled

200 m

Works to be taken Anicut- can be constructed near Gaukund Pulia to cater the water demand at least for cattle.

Bharna Pond requires pitching and maintenance

Restoration of Ponds required with a governing body.

Supply from Morasagar Dam be restored

Implementation mechanism The well drilled by CGWB may be handed over to Gram Panchayat meet the demand.

Operation and maintenance A governing body should be made which will maintain all the water bodies and their catchments from being encroached, polluted and over-exploited.

Conclusions & Recommendations

The village is facing water scarcity and thus implementing the latest water efficient crops and efficient irrigation techniques very wisely. Still to cater the demand measures are recommended: Four ponds existing in the area

should be renovated and restored and also a governing body should be made over it to take care and maintain the water


Page 129 of 156

bodies. Construction of an anicut near

the village siphon is recommended which will cater the need of water at least for cattles and also recharge the wells downstream.

Nearby hills can be taken up for catchment treatment and structures like Gabions, staggered trenches can be constructed.

Roof top Rain water harvesting can be adopted to meet the domestic requirements other than drinking.


Page 130 of 156

Micro-level Aquifer Management Plan : Village Hindupura BLOCK : Bonli DISTRICT : Sawai Madhopur

Gram/village Hindupura, Gram Panchayat: Hindupura

Introduction Hindupura is a big Village in Bonli Tehsil in Sawai Madhopur District of Rajasthan State, India. It comes under Hindupura Panchayat. Hindupura is surrounded by Sawai Madhopur Tehsil towards South, Newai Tehsil towards west , Lalsot Tehsil towards North, Uniara Tehsil towards South. Baragaon Sarwar ( 4 km ) , Jolanda ( 6 km ) , Bas Torda ( 6 km ) , Bagdoli ( 8 km ) , Kolara ( 9 km ) are the nearby Villages to Hindupura. Sawai Madhopur, Lalsot , Niwai , Tonk are the near by Cities to Hindupura.

longitude 76° 14' 33" lattitude 26° 14' 46" Block/Tehsil/Panchayat samiti Sawai Madhopur DISTRICT Sawai Madhopur State Rajasthan Nearest Town (with distance ) Bonli 12 km Nearest Railway Station Sawai Madhopur 42 km Name of Gram Pradhan / Sarpanch

Smt. Hansraj Kanwar


Postmaster, Post Office Hindupura (BRANCH OFFICE), SAWAI MADHOPUR, RAJASTHAN (RJ), India (IN), Pin Code:- 322024

Area( SqKm) 9.97 Population (2011)

Reported now 2964 About 7000



Area fall in the catchment of Banas River, No MJSA Structures




Soil In half of village Clayey In other half sandy

Irrigation Facilities Farm Ponds in 10% agricultural fields Sprinklers in 10% agricultural fields


Page 131 of 156

Flora & Fauna Desi Babool, Kikar, Neem

Agriculture 80% Mustard, Rest Gram & Wheat


Mines & Minerals NA



Any other relevant Information(Census statistics 2011)

Total No. of Houses

557 Population 2964 Child (0-6) 459 Schedule

Caste 1108 Schedule

Tribe 197 Literacy 62.63% Total Workers 1487 Main Worker 1470 Marginal

Worker 17 Hydrogeology: EW Drilled 1 no. 104.95 m deep SWL 15.3 m bgl Discharge 175 lpm Lithology Alluvium upto 40 m

below it Schist/Phyllite Sources of water ( in terms of quantity and quality ), irrigation, domestic, industry

PHE TW- 3 no (Piped water Supply) Panchayat Handpumps : 40-45 no. Irrigation – Rainfed Only 10% have farm ponds And 10% sprinklers

Demand of water ( irrigation sector , Domestic consumption , Drinking water, animal husbandry ,other consumption)

As per norms (60 lpcd) :420000 lit for drinking


3 PHED TW 40-45 Handpumps 3 village ponds exist


In summers TW does not sustains and water supply is through tankers

Ground water quality High fluoride concentration- Dental as well as skeletal fluorosis is reported





Page 132 of 156


Irrigation through sprinklers can be adopted


EW drilled by CGWB is drilled down to the depth of 104.95 m. Deeper exploration required.

Depth of EW Drilled

104.95 m

Works to be taken For Fluoride Removal:- Installation of RO plants is required which has to be maintained properly.

Implementation mechanism RO plants to be maintained by a governing body as it needs change of membrane at least once every year



The village is facing water scarcity especially in summer season and thus implementing the latest water efficient crops and efficient irrigation techniques are required to be adopted.

GW contains high fluoride (5.2 to 7.6 mg/l). Needs RO plant for its removal



Page 133 of 156

Micro-level Aquifer Management Plan : Village Neemod BLOCK : Bonli DISTRICT : Sawai Madhopur

Gram/village Nimod, Gram Panchayat: Nimod

Introduction Neemod village is located in Bonli Tehsil of Sawai Madhopur district in Rajasthan, India. It is situated 18km away from sub-district headquarter Bonli and 63 km away from district headquarter Sawai Madhopur. Niwai is nearest town to Neemod which is approximately 55 km away. Sawai Madhopur, Tonk, Lalsot are the other near by Cities to Neemod.

longitude 76.4186 lattitude 26.3663 Block/Tehsil/Panchayat samiti

Bonli

DISTRICT Sawai Madhopur State Rajasthan Nearest Town (with distance ) Sawai Madhopur 34 km Nearest Railway Station Chauth Ka Barwara Name of Gram Pradhan / Sarpanch

Prahlad Meena Postal Addess of Gram Panchayat with PIN code

Postmaster, Post Office NIMOD (BRANCH OFFICE), SAWAI MADHOPUR, RAJASTHAN (RJ), India (IN), Pin Code:- 322023

Area( SqKm) 7.39

Population (2011) Reported now

1477 More than 4000 in 600 houses



Area fall in the catchment of Morel River




Soil Yellow soil and black soil

Irrigation Facilities Through canal from Morel Dam Farm Ponds in 5% agricultural fields


Agriculture 80% Mustard, Rest Gram & Wheat Guava farms


Mines & Minerals NA


Page 134 of 156




Total No. of Houses

256

Population 1477

Child (0-6) 228

Schedule Caste 251

Schedule Tribe 0

Literacy 49%

Total Workers 738

Main Worker 680

Marginal Worker

58

Hydrogeology: EW Drilled 1 no, 200 m deep

SWL 9.17 m bgl

Discharge 0.6 lpm


Lithology Older Alluvium- 0 to 21 m

Weathered Biotite Schist- 21 to 30 m

Compact quartzite and schists with isolated fractures till 200 m bgl.


Domestic- 10 functional Gram Panchayat Handpumps Irrigation – canal from Morel Dam

Demand of water ( irrigation sector , Domestic consumption , Drinking water, animal husbandary ,other consumption )

As per norms (60 lpcd) :240000 lit/day/capita


No PHED supply 15 Handpumps, of which 10 are functional 3 village ponds exist but not in good condition. Two ECD constructed under MJSA


Handpumps does not fulfil the demand

Ground water quality Saline in deeper zones



Nearby hills can be taken up for catchment treatment and structures like Gabions, staggered trenches can be constructed


Page 135 of 156

Existing Anicut needs maintenance

Restoration of Ponds required with a governing body. Roof top Rain water harvesting can be adopted to meet the domestic requirements other than drinking





Depth of EW Drilled

200 m

Works to be taken Catchment area treatment, Roof top rain water harvesting, Restoration of ponds, Constituting a Pani Samiti or any

governing body Implementation mechanism The well drilled by CGWB may be

handed over to Gram Panchayat to meet the demand.



The village is facing water scarcity and thus implementing the latest water efficient crops and efficient irrigation techniques very wisely. Still to cater the demand measures are recommended: Nearby hills can be taken up for

catchment treatment and structures like Gabions, staggered trenches can be constructed


Restoration of Ponds required with a governing body.

Roof top Rain water harvesting can be adopted to meet the domestic requirements other than drinking


Page 136 of 156

Micro-level Aquifer Management Plan : Village Phulwara BLOCK : Gangapur City DISTRICT : Sawai Madhopur

Gram/village Phulwara

Introduction

Phulwara village is 32km away from sub-district headquarter Gangapur and 104 km away from district headquarter Sawai Madhopur. Lalsot 46km , Todabhim 54 km , Bandikui 71km, are the nearby Cities to Phulwara

Longitude 76° 55' 45" Lattitude 26° 37' 24" Block/Tehsil/Panchayat samiti

Gangapur City

DISTRICT Sawai Madhopur State Rajasthan Nearest Town (with distance )

Gangapur City is 32 km away

Nearest Railway Station Gangapur City Rail Way Station , Lalpur Umri Rail Way Station are the very nearby railway stations to Phulwara.

Name of Gram Pradhan / Sarpanch

Smt. Urmila Meena (9828727432) Postal Addess of Gram Panchayat with PIN code

Postmaster, Post Office SEWA (BRANCH OFFICE), GANGAPUR CITY, RAJASTHAN (RJ), India (IN), Pin Code:- 322219

Area( Sq.Km) 8.61 Population (2011)

Reported now 3810 5000

Physiographical Description

Elevation 248 m amsl

River & Drainage System No. of ponds/ Anicuts/ Bandha

No MJSA Structures.




Soil Alluvium

Irrigation Facilities Through Private TW and 5% have farm ponds for irrigation.


Agriculture Wheat, Gram, Bajra, Mustard, Groundnut, Til, Chilli

Animal Husbandry Buffalo and Goats

Mines & Minerals NA


Page 137 of 156


Transport & Communication

Government as well as private bus services available


Total No. of Houses

749 (Reported-1100) Population 3810 (Reported- 5000) Child (0-6)

633 Schedule Caste

742 Schedule Tribe 2206 Literacy 69.75% Total Workers 1811 Main Worker 1053 Marginal

Worker 758 Hydrogeology: EW Drilled 1 no, 200 m deep

SWL 44.62 m bgl

Discharge 19.20 lpm


Lithology Alluvium- 0 to 51 m

Weathered phyllite/schist- 51 to 96 m

Compact phyllite/schist – 96 to 126 m

Compact phyllite/schist with isolated fractures-126 to 129 m Massive phyllite/schist-129 to 200 m

EC- 334 micro seimens/cm at 25°C Chloride-886 mg/l, Fluoride- 1.49 mg/l


As reported PHED Borewell-1 no (Non functional) 10-12 Gram Panchayat Handpumps all non functional About 20% population have Private Tubewells constructed for irrigation purpose is catering the drinking water supply at present. No tanker supply

Demand of water ( irrigation sector , Domestic consumption , Drinking water, animal husbandry ,other consumption )

As per norms (60 lpcd) : Total 30000 lit. for drinking.


1 village ponds exist gets water only during monsoon season


No water supply through any government agency.

Ground water quality Fresh & Potable, Fluoride concentration


Page 138 of 156

marginal in groundwater





Irrigation through sprinklers can be adopted.



Depth of EW Drilled

200 m

Works to be taken The existing tubewell can be restored. Panchayat handpumps can be

repaired/ deepened if not can be converted to the recharge wells by diverting the rainwater runoff after proper treatment.

Rain Water Harvesting Structures can be constructed.

RO plant can be installed to lower down the fluoride

Implementation mechanism The well drilled by CGWB may be handed over to Gram Panchayat to meet the demand.

Operation and maintenance A governing body should be made which will maintain the water bodies and their catchments from unauthorized encroachment, pollution and over-exploitation


The village is facing water scarcity, thus require implementing the latest water efficient crops and efficient irrigation techniques. To cater the demand some measures are recommended: Maintenance/Repair of existing

TW/HP Pond existing in the area should be

maintained and also a governing body should be made over it to take care and maintain the water bodies.


RO plant can be installed to lower down the fluoride


Page 139 of 156

Micro-level Aquifer Management Plan : Village Sewa BLOCK : Gangapur City DISTRICT : Sawai Madhopur

Gram/village Sewa, Gram Panchayat: Sewa

Introduction

Sewa village is 15 km away from sub-district headquarter Gangapur and 79 km away from district headquarter Sawai Madhopur.

longitude 76° 50' 33" lattitude 26° 31' 19" Block/Tehsil/Panchayat samiti

Gangapur City

DISTRICT Sawai Madhopur State Rajasthan Nearest Town (with distance )

Gangapur City is 79 km away

Nearest Railway Station Gangapur City Name of Gram Pradhan / Sarpanch

Murarilal Bairwa Postal Addess of Gram Panchayat with PIN code

Postmaster, Post Office SEWA (BRANCH OFFICE), GANGAPUR CITY, RAJASTHAN (RJ), India (IN), Pin Code:- 322219


Reported now 5718 7000

Physiographical Description

Elevation 275 m amsl


NA Structures constructed under MJSA: Farm Ponds: 4 no MPT : 11 Talai : 02




Soil Half village has Clayey and rest has sandy soil (Farm ponds not feasible especially in sandy soil)

Irrigation Facilities Only Rainfed, At 4 places farm ponds are constructed under MJSA


Agriculture 80 % Mustard, 15% Wheat, 5% Gram, Bajra, Til


Mines & Minerals NA



Page 140 of 156

Transport & Communication

Government as well as private bus services available


Total No. of Houses

954 Population

5718 Child (0-6)

723 Schedule Caste

826 Schedule Tribe

3062 Literacy

69.33% Total Workers

2503 Main Worker 1890 Marginal Worker

613 Hydrogeology: EW Drilled 1 no, 125 m deep, very poor aquifer

SWL 80.02 m bgl

Discharge 0.44 lps


Lithology Alluvium- 0 to 57 m

Weathered sandstone- 57 to 63 m

Compact sandstone – 63 to 85 m

Compact sandstone with isolated fractures 85 to 95 m

Massive sandstone till 125 m bgl.


PHED Borewell-4 no. Gram Panchayat Handpumps are there

Demand of water ( irrigation sector , Domestic consumption , Drinking water, animal husbandry ,other consumption )

As per norms (60 lpcd) :420000 lit for drinking


3 village ponds exist but not in good condition.


Handpumps does not fulfil the demand

Ground water quality Fresh & Potable



Nearby hills can be taken up for catchment treatment and structures like Gabions, staggered trenches can be constructed


Page 141 of 156

Anicut can be constructed Farm ponds can be constructed by providing clay lining or poly sheets at the base. Restoration of Ponds required with a governing body. Roof top Rain water harvesting can be adopted to meet the domestic requirements other than drinking





Depth of EW Drilled

200 m

Works to be taken Maintenance of structures constructed under MJSA




The village is facing water scarcity, especially in summers and thus require to implement the latest water efficient crops and efficient irrigation techniques. To cater the demand some measures are recommended: Ponds existing in the area should be

renovated and restored and also a governing body should be made over it to take care and maintain the water bodies.

Construction of an anicut near hills by the side of village is recommended which will cater the need of water at least for cattles and also recharge the wells downstream.


Maintenance of structures constructed under MJSA


Page 142 of 156

Micro-level Aquifer Management Plan : Village Malarna Dungar BLOCK : Bonli DISTRICT : Sawai Madhopur

Gram/village Malarna Dungar Gram Panchayat: Malarna Dungar

Introduction Malarna Doongar is a Village in Bonli Tehsil in Sawai Madhopur District of Rajasthan State, India. It is located 35 KM towards North from District head quarters Sawai Madhopur. 22 KM from Bonli. 113 KM from State capital Jaipur


Bonli

DISTRICT Sawai Madhopur State Rajasthan Nearest Town (with distance ) Bonli 22 km Nearest Railway Station Malarna Rail Way Name of Gram Pradhan / Sarpanch

Suresh Koli


Malarna Dungar, Post Office, Malarna Dungar, Bonli, Sawai Madhopur, Rajasthan (rj), India (in), pin code:- 322028

Area( SqKm) 36.3826 Population (2011) 12809 Physiographical Description Elevation 249 m amsl


Area fall in the catchment of Morel and Banas River





Irrigation Facilities Through Morel canal, Borewell and Farm Ponds

Flora & Fauna Desi Babool, peepal, Neem and Barbodi.

Cow, Buffalo, Sheeps, Camel and Goats

Agriculture Mustard, Millet & Wheat Guava farms Vegetables such as Bringal, Tomato, ladyfinger and other seasonal vegetables.

Animal Husbandry Cow, Buffalo, Sheeps, Camel and


Page 143 of 156

Goats

Mines & Minerals NA


Transport & Communication Malarna Dungar Rail Way Station is nearby railway stations also Government as well as private bus services available


Total No. of Houses 2295

Population 12809 Child (0-6) 1993 Schedule Caste 1407 (11%) Schedule Tribe 142 (1.1%) Literacy 63.17% Total Workers 4367 Main Worker 3029 Marginal Worker 1338 Hydrogeology: EW Drilled 1PZ of 75 m

SWL 24 m bgl

Discharge 18 lpm

Lithology Alluvium, limestone and Shale


Domestic- PHED supply, Tap water to household sourced from borewell, 4 Tubewell of Gram Panchayat and private Borewell of individual. Irrigation – Borewell, Morel Canal and farm ponds.

Demand of water ( irrigation sector , Domestic consumption , Drinking water, animal husbandary , other consumption )

Drinking consumption: As per norms (70 lpcd) : 896.630 KLD Irrigation sector: 2.69 mcm (apportioned from resources,2017)


4 connections of PHED supply, 4 Tubewells of Gram Panchayat and more than 50 Borewell at individual household.

Morel canal water is used for irrigation.


Groundwater quality deterioration due to excessive use of fertilizer.

Excessive use of waterfor irrigation due to availability of surface water as well as groundwater.

Ground water quality Potable


Page 144 of 156




Conservation structures should be proposed.

Works should be taken up in MGNREGA to conserve water.

Roof top Rain water harvesting can be adopted on large scale to meet the domestic requirements other than drinking.


Irrigation through drip and sprinklers on a large scale can be adopted for sustainable development.

Less water intensive crops should be given priority.


1 PZ constructed in 2006

Depth of EW Drilled

75 m

Works to be taken Catchment area treatment. Roof top rain water harvesting. Conservation structures should be

proposed in MGNREGA. Implementation mechanism Groundwater rules and regulation

with governing body should be present for irrigation sector.

Operation and maintenance A governing body should be made which will maintain all the water bodies and check their catchments from being encroached, polluted and over-exploited.


Regulating body in irrigation sector to check overexploitation of groundwater.

Exploration work can be taken up by CGWB.

Water conservation structures can be constructed.



Page 145 of 156

Micro-level Aquifer Management Plan : Village Rajwana BLOCK : Chauth Ka Barwara DISTRICT : Sawai Madhopur

Gram/village Rajwana Gram Panchayat: Rajwana

Introduction Rajwana village is located in Chauth Ka Barwara Tehsil of Sawai Madhopur district in Rajasthan, India. It is situated 4km away from sub-district headquarter Chauth Ka Barwara and 26km away from district headquarter Sawai Madhopur.


Chauth Ka Barwara

DISTRICT Sawai Madhopur State Rajasthan Nearest Town (with distance ) Sawai Madhopur 26 km Nearest Railway Station Chauth Ka Barwara Rail Way

Station, Sureli Rail Way Station are the very nearby railway stations to Rajwana.

Name of Gram Pradhan/ Sarpanch Ghanshyam Gujar Postal Addess of Gram Panchayat with PIN code

Rajwana Pin code is 322702 and postal head office is Chauth Ka Barwara .

Area( SqKm) 4.484 Population 1219 Physiographical Description Elevation 200 m amsl


Area fall in the catchment of Banas River




Soil Yellow soil

Irrigation Facilities Through Tubewell and Farm Ponds

Flora & Fauna Desi Babool, Neem Cow, Buffalo, Sheeps and Goats

Agriculture Mustard & Wheat Guava farms


Mines & Minerals NA


Transport & Communication Chauth Ka Barwara Rail Way Station , Sureli Rail Way Station are the very nearby railway stations to Rajwana also Government as well


Page 146 of 156

as private bus services available

Any other relevant Information (Census statistics)


Population 1219 Child (0-6) 180 Schedule Caste 242 (19.9%) Schedule Tribe 0 Literacy 66.31% Total Workers 558 Main Worker 553 Marginal Worker 5 Hydrogeology: EW Drilled 1 no, 200 m deep

SWL 22.16 m bgl

Discharge 0 lpm


Lithology Alluvium


Domestic- PHED supply, 6 Tubewell of Gram Panchayat, 11 Handpumps Irrigation – Borewell and Dugwell

Demand of water ( irrigation sector , Domestic consumption Drinking water, animal husbandary ,other consumption )

Drinking consumption: As per norms (70 lpcd) :85.33 KLD Irrigation sector: 58.40 mcm (apportioned from resources,2017)


PHED supply through borewell Panchayat tubewell 1 village ponds exist used for

Cattle needs renovation.2 ECD, 5 MPT, 1 Anicut and 1 pakka check dam is constructed under MJSA.


Groundwater quality is deteriorating.

Existing RO plant is not maintained.

Ground water quality High fluoride





Restoration and renovation of Ponds required with a governing body.

Roof top Rain water harvesting


Page 147 of 156

can be adopted to meet the domestic requirements other than drinking.


Irrigation through drip and sprinklers on a large scale can be adopted.




Depth of EW Drilled

200 m

Works to be taken Catchment area treatment Roof top rain water harvesting, Restoration and renovation of

ponds. Constituting a governing body to

regulate the groundwater in village.


Groundwater rules and regulation with governing body should be present for irrigation sector.



The village is facing groundwater quality problem due to excessive use of fertilizer hence RO is recommended.

The existing RO should be maintained properly.


Existing Anicut needs maintenance.

Restoration of Ponds is required Roof top Rain water harvesting

can be adopted to meet the domestic requirements other than drinking


Page 148 of 156

Micro-level Aquifer Management Plan : Village Singor Kalan BLOCK : Khandar DISTRICT : Sawai Madhopur

Gram/village Singor Kalan Gram Panchayat: Singor Kalan

Introduction Singor Kalan village is located in Khandar Tehsil of Sawai Madhopur district in Rajasthan, India. It is situated 16km away from sub-district headquarter Khandar and 60 km away from district headquarter Sawai Madhopur.

longitude 76.6949 lattitude 25.9692 Block/Tehsil/Panchayat Samiti

Khandar

DISTRICT Sawai Madhopur State Rajasthan Nearest Town (with distance ) Sawai Madhopur (60 km) Nearest Railway Station Sawai Madhopur Junction Name of Gram Pradhan / Sarpanch

Ram ji Mahavat Postal Addess of Gram Panchayat with PIN code

Singor Kalan Branch Post Office, Khandar, Sawai Madhopur, Sawaimadhopur, Rajasthan [RJ], India, PIN Code: 322025



Area fall in the catchment of Banas and Chambal River




Soil Yellow , Red and black soil

Irrigation Facilities Tubewell

Flora & Fauna Babool, peepal, Neem, Barbodi and mostly thorny plants.

Cow, Buffalo, Sheeps, Camel Goats and horse

Agriculture Mustard, Millet, Wheat, Sesame, Sorghum, Chillies and seasonal vegetables.

Animal Husbandry Cow, Buffalo, Sheeps, Camel, horse and Goats

Mines & Minerals NA


Transport & Communication Government as well as private bus


Page 149 of 156

services available



Population 1846 Child (0-6) 287 Schedule

Caste 674 Schedule

Tribe 3 Literacy 791 Total Workers 981 Main Worker 919 Marginal

Worker 62 Hydrogeology: EW Drilled 1 EW

SWL 53.02 m bgl

Discharge 107.4 lpm


Lithology Sandstone, shale and Alluvium


Domestic- PHED supply, 5 -6 Tubewell of Gram Panchayat and private Borewell of individual. Irrigation – Tubewell




3 connections of PHED supply, 5-6 Tubewells of Gram Panchayat and more than 10 personal tubewell.

Drip and sprinkler used for irrigation on small scale.


No tap water supply. Groundwater quality deterioration

due to excessive use of fertilizer. High fluoride content in

groundwater. Ground water quality Potable



Page 150 of 156


Conservation structures should be proposed.

Works should be taken up in MGNREGA to conserve water.

Existing conservation structures needs maintenance, Restoration and renovation.






1 EW constructed in 2019

Depth of EW Drilled

200 m

Works to be taken Catchment area treatment. Roof top rain water harvesting. Conservation structures should be

proposed in MGNREGA.

Implementation mechanism Groundwater rules and regulation with governing body should be present for irrigation sector.

Land reclamation work should be taken up in areas affected by ravines.

Operation and maintenance A governing body should be made which will maintain all the water bodies and check their catchments from being encroached, polluted and over-exploited.


Overhead tank can be made to provide tap water supply in households.

“Har Ghar Nal” should be implemented. Land reclamation work should be

taken up in areas affected by ravines. Water conservation structures can be

constructed. Roof top Rain water harvesting can be

adopted to meet the domestic requirements other than drinking.


Page 151 of 156

Micro-level Aquifer Management Plan : Village Kustala BLOCK : Sawai Madhopur DISTRICT : Sawai Madhopur

Gram/village Kustala Gram Panchayat: Kustala

Introduction Kustala village is located in Sawai Madhopur Tehsil of Sawai Madhopur district in Rajasthan, India. It comes under Kustala Panchayath. It belongs to Bharatpur Division. It is located 11 KM towards west from District head quarters Sawai Madhopur. 14 KM from Sawai Madhopur. 135 KM from State capital Jaipur


Sawai Madhopur

DISTRICT Sawai Madhopur State Rajasthan Nearest Town (with distance ) Sawai Madhopur 14 km Nearest Railway Station Kustala Name of Gram Pradhan / Sarpanch

Yogendra Khatik Postal Addess of Gram Panchayat with PIN code

Postmaster, post office Kustala (branch office), Sawai Madhopur, Rajasthan (rj), India (in), pin code:- 322001








Irrigation Facilities Through Tubewell and Farm Ponds

Flora & Fauna Desi Babool, peepal and Neem . Cow, Buffalo, Sheeps and Goats

Agriculture Mustard, Rest Gram & Wheat Guava farms


Mines & Minerals NA


Transport & Communication Kustala Rail Way Station , Devpura Rail Way Station are the very nearby


Page 152 of 156

railway stations to Kustala also Government as well as private bus services available



Population 7406 Child (0-6) 1158 Schedule Caste 2092 (28.2%) Schedule Tribe 691 (9.3%) Literacy 64.15% Total Workers 3354 Main Worker 2652 Marginal Worker 702 Hydrogeology: EW Drilled 1 no, 123 m deep

SWL 5 m bgl

Discharge 3.6 lpm

Lithology Alluvium and Sandstone

Sources of water (in terms of quantity and quality), irrigation, domestic, industry

Domestic- 15 Tubewell of Gram Panchayat, Handpumps are dried up Irrigation –Tubewell and farm ponds

Demand of water (irrigation sector , Domestic consumption, Drinking water, animal husbandary, other consumption)


Present status of development (Irrigation sector, Domestic consumption)

No PHED supply. 15 Tubewells, handpumps are

non-functional. 5 village ponds exist used for

Cattle, needs renovation. 1 Anicut constructed under MJSA.


Groundwater has high fluoride content and excessive use of fertilizer.

Ground water quality High Fluoride





Restoration and renovation of Ponds required with a governing body.


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1 EW constructed in 1995

Depth of EW Drilled

123 m

Works to be taken Catchment area treatment. Roof top rain water harvesting. Restoration and renovation of

ponds. Constituting a regulating or

governing body Implementation mechanism Groundwater rules and

regulation with governing body should be present for irrigation sector.



The village is facing groundwater quality problem due to excessive use of fertilizer hence RO is recommended.

Isarda Canal supply can be useful to the villagers.

De-fluoridation plant is also recommended for drinking purpose.


Existing Anicut needs maintenance.

Restoration of Ponds is required Roof top Rain water harvesting

can be adopted to meet the domestic requirements other than drinking


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Micro-level Aquifer Management Plan : Village Padana BLOCK : Sawai Madhopur DISTRICT : Sawai Madhopur

Gram/village Padana Gram Panchayat: Padana

Introduction Padana village is located in Sawai Madhopur Tehsil of Sawai Madhopur district in Rajasthan, India. It is situated 25km away from Sawai Madhopur, which is both district & sub-district headquarter of Padana village.


Sawai Madhopur

DISTRICT Sawai Madhopur State Rajasthan Nearest Town (with distance ) Sawai Madhopur 25 km Nearest Railway Station Sawai Madhopur Junction Name of Gram Pradhan / Sarpanch

Prithviraj Meena Postal Addess of Gram Panchayat with PIN code

Padana B.O Post Office, Padana, Sawai Madhopur, Rajasthan (rj), India (in), pin code:- 322034


Reported now 2161 Physiographical Description Elevation 262 m amsl







Irrigation Facilities Through Borewell and Farm Ponds

Flora & Fauna Desi Babool, peepal, Neem and Barbodi.

Cow, Buffalo, Sheeps, Camel and Goats

Agriculture Mustard, Millet & Wheat Guava farms

Animal Husbandry Cow, Buffalo, Sheeps, Camel and Goats

Mines & Minerals NA



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Transport & Communication Sawai Madhopur Rail Way Station is nearby railway stations to Padana also Government as well as private bus services available



Population 2161 Child (0-6)

289 Schedule Caste

265 (12.3%) Schedule Tribe

1358 (62.8%) Literacy

57.16% Total Workers

1140 Main Worker

1071 Marginal

Worker 69 Hydrogeology: EW Drilled (EW proposed)

1PZ of 75 m SWL 30 m bgl

Discharge 2.25 lpm

Transmissivity 0 m2/day

Lithology Alluvium


Domestic- PHED supply, 15-20 Tubewell of Gram Panchayat and private Borewell of individual. Irrigation – Borewell




2 connections of PHED supply,15-20 Tubewells of Gram Panchayat

Drip and sprinkler used for irrigation on small scale.

2 RO plant are in working condition used for drinking water.

6 MPT, 2 roof top harvesting structure and 1 recharge shaft constructed under MJSA.


No tap water supply. Groundwater quality

deterioration due to excessive


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use of fertilizer.

Ground water quality Potable




Existing conservation structures needs maintenance, Restoration and renovation.






1 PZ constructed in 2005 (EW is proposed)

Depth of EW Drilled

75 m

Works to be taken Catchment area treatment. Roof top rain water harvesting. Constituting a regulating or

governing body Implementation mechanism Groundwater rules and regulation

with governing body should be present for irrigation sector.



Overhead tank can be made to provide tap water supply in households.

“Har Ghar Nal” should be implemented.

Exploration work can be taken up by CGWB.




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SOIL INFILTRATION TEST – SET UP and CONDUCTING

Soil Infiltration Set up

Soil Infiltration Test


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NAQUIM FIELD WORK- WELL INVENTORY, DATA and WATER SAMPLE

COLLECTION

Labelling the water

sample bottle

Filling the water sample

Well Inventory


Page 159 of 156

WATER CONSERVATION STRUCTURES ALREADY CONSTRUCTED BY STATE

GOVERNMENT DEPARTMENTS IN SAWAI MADHOPUR DISTRICT

Anicut

Johad at Bamanwas

Farm Pond at Bamanwas

Johad at Khandar


Page 160 of 156

AGRICULTURE, HORTICULTURE AND LANDFORM- IN SAWAI MADHOPUR

DISTRICT

Rice Cultivation

Dual Plantation

Guava Plantation

Ravines


Page 161 of 156

ANNEXURE I

Data Gap Analysis for Ground Water Exploration, NHS and Geophysical Surveys

S.No. Block Formation Toposheet no.

Quad- rant no

Total no. of existing wells CGWB/GWD

Wells

Key Wells Required

total no. of

existing EW

EW Required

VES Exist

VES Required

(fmt.1)

VES Required (fmt. 2)

1 - - 54B/3 A1 - - - - -

2 - - A2 - - - - -

3 - - A3 - - - - -

4 Bonli Alluvium/ Phyllites B1 0 1 0 1 1S

5 Bonli Phyllites B2 0 1 0 1 2H

6 Bonli Phyllites B3 2 0 1 1 2H

7 Bonli Alluvium/ Phyllites C1 2 0 1 1 1S

8 Bonli Alluvium/ Phyllites C2 3 1 0 1 1S 1S 1H

9 Bonli Alluvium/ Phyllites C3 5 0 1 0 1S 1S 2H

10 Chauth Ka Barwara Alluvium/Phyllites 54B/4 A1 2 0 2 0 2S 1H

11 Chauth Ka Barwara Alluvium A2 2 0 1 1 1S

12 - - A3 - - - - -

13 Chauth Ka Barwara Phyllites B1 2 0 0 1 3H

14 Chauth Ka Barwara Phyllites/Alluvium B2 0 1 1 1 2S 1H

15 Chauth Ka Barwara Phyllites/Alluvium B3 4 0 3 0 2S

16 Chauth Ka Barwara Phyllites C1 4 0 1 1 3H

17 Chauth Ka Barwara Phyllites/Alluvium C2 2 0 1 0 1H 1S 1H

18 Chauth Ka Barwara Phyllites/Alluvium C3 1 1 0 1 1S 2H

19 - - 54B/6 A1 - - - - -


Page 162 of 156


Quad- rant no


Wells

Key Wells Required

total no. of

existing EW

EW Required

VES Exist

VES Required

(fmt.1)


20 - - A2 - - - -

21 - - A3 - - - - -

22 - - B1 - - - - -

23 - - B2 - - - - -

24 - - B3 - - - - -

25 Bamanwas Hills/Alluvium C1 - - - 1 1S

26 Bamanwas Hills/Quartzite /Alluvium C2 0 1 0 1 1S 1H

27 Bamanwas Hills/Quartzite /Alluvium C3 0 1 1 0 1S 2H

28 Bonli Alluvium 54B/7 A1 1 1 0 1 1S

29 Bonli Alluvium A2 2 0 1 0 2S

30 Bonli Alluvium A3 3 0 0 1 2S

31 - - B1 - - - - -

32 Bonli Alluvium B2 5 0 2 0 1S 1S

33 Bonli Alluvium B3 5 0 4 0 1S 1S

34 Bamanwas Quartzite C1 1 0 1 0 2H

35 Bamanwa/Bonli Alluvium C2 1 0 6 1 2S

36 Bonli/Bamanwas Alluvium C3 4 0 0 0 1S 1S

37 Bonli/ Sawai Madhopur

Phyllites/ Alluvium 54B/8 A1 2 0 3 0 1S 1S

38 Sawai Madhopur/ Chauth Ka Barwara Phyllites/Shale A2 2 0 2 0 2S 1H

39 Sawai Madhopur/ Chauth Ka Barwara Alluvium/Shale A3 0 1 2 0 3H

40 Bonli/ Sawai Madhopur Alluvium B1 2 0 4 0 2S

41 Sawai Madhopur Alluvium/Shale B2 4 0 2 0 1S 2H


Page 163 of 156


Quad- rant no

total no. of existing wells CGWB/GWD

Wells

Key Wells Required

total no. of

existing EW

EW Required

VES Exist

VES Required

(fmt.1)


42 Sawai Madhopur Alluvium/Hilly B3 1 0 7 0 1H 2H

43 Bonli/Sawai Madhopur Limestone/ Alluvium C1 2 0 2 0 2S 1H

44 Sawai Madhopur Limestone/ Alluvium C2 3 0 2 0 3H

45 Sawai Madhopur Hills/Alluvium C3 4 0 1 0 1H

46 Bamanwas Hills/Quartzite 54B/10 A1 0 0 1 0 1H

47 Bamanwas Quartzite/ Alluvium A2 2 0 0 1 3H

48 Bamanwas Quartzite/ Alluvium A3 4 0 1 0 2H 1S

49 - - B1 - - - - -

50 Bamanwas Quartzite/ Alluvium B2 1 0 1 0 1S 1H

51 Bamanwas Alluvium B3 1 1 1 0 2S

52 - -- C1 - - - - -

53 - - C2 - - - - -

54 Gangapur City Alluvium C3 0 0 1 0 2S

55 Bamanwas Alluvium 54B/11 A1 2 0 4 0 2S

56 Bamanwas Alluvium A2 2 0 1 0 2S

57 Bamanwas/Gangapur City Alluvium A3 1 0 0 1 2S

58 Bamanwas/Gangapur City Alluvium B1 1 0 2 0 2S

59 Bamanwas/Gangapur City Alluvium B2 1 0 2 0 2S

60 - - B3 - - - - -




Page 164 of 156


Quad- rant no


Wells

Key Wells Required

total no. of

existing EW

EW Required

VES Exist

VES Required

(fmt.1)


63 - - C3 - - - - -

64 Sawai Madhopur/Khandar Hills/Quartzite 54B/12 A1 3 0 1 0 3H

65 Sawai Madhopur/Khandar Hills/Quartzite A2 2 0 3 0 1H 1H

66 Khandar Hills/Quartzite A3 0 1 1 0 1H

67 Khandar Alluvium B1 1 1 Hilly 1 1H

68 Khandar Alluvium B2 0 1 0 1 3H

69 Khandar Alluvium/ Shale B3 4 0 1 0 3H

70 - Hills/Alluvium C1 - - - - -

71 Khandar Alluvium C2 0 1 0 1 3H


73 Gangapur City - 54B/14 A1 - - - - -

74 Gangapur City Alluvium A2 1 0 0 1 1S

75 Gangapur City Alluvium A3 6 0 2 0 2S

76 - B1 - - - - -

77 Gangapur City Alluvium B2 0 1 0 1 2S

78 Gangapur City Alluvium B3 1 1 2 0 2S

79 Gangapur City - C1 - - - - -



82 - - 54B/16 A1 - - - - -

83 Khandar Hills/Alluvium A2 0 0 0 0 1H

84 Khandar Alluvium A3 2 0 3 0 3H

85 - - B1 - - - - -

86 - - B2 - - - - -


Page 165 of 156


Quad- rant no


Wells

Key Wells Required

total no. of

existing EW

EW Required

VES Exist

VES Required

(fmt.1)


87 - - B3 - - - - -

88 - - C1 - - - - -

89 - - C2 - - - - -

90 - - C3 - - - - -

91 - - 54C/1 A1 - - - - -

92 - - A2 - - - - -

93 - - A3 - - - - -

94 Chauth Ka Barwara Alluvium/ Phyllites B1 1 1 0 - 1S 1H

95 - - B2 - - - - -

96 - - B3 - - - - -

97 - - C1 - - - - 1H

98 Chauth Ka Barwara Shale C2 0 1 0 1 2H

99 - - C3 - - - - -

100 Chauth Ka Barwara /Sawai Madhopur Alluvium/Shale 54C/5 A1 4 0 3 0 3H

101

Chauth Ka Barwara/Sawai Madhopur Shale/Limestone A2 5 0 0 1 3H

102 Khandar Shale/Hills A3 0 0 0 0 1H

103 Sawai Madhopur Alluvium/ Quartzite B1 2 0 1 0 1H

104 Khandar Alluvium/Shale/ Hills B2 1 0 0 1 2H

105 Khandar Alluvium/Shale B3 1 0 0 1 3H

106 Khandar Shale/Hills C1 1 0 0 1 2H

107 Khandar Shale/Limestone C2 2 0 7 0 2H 1H



Page 166 of 156


Quad- rant no


Wells

Key Wells Required

total no. of

existing EW

EW Required

VES Exist

VES Required

(fmt.1)


109 Khandar Hills/Shale 54C/9 A1 1 0 2 0 2H

110 Khandar Shale/Limestone A2 4 0 5 0 3H

111 Khandar - A3 - - - - -

112 Khandar Alluvium/ Limestone B1 2 0 7 0 3H

113 Khandar Limestone B2 1 0 0 1 2H

114 Khandar - B3 - - - - -


116 - C2 - - - - 1H

117 - C3 - - - - -

118 Khandar Alluvium 54C/13 A1 0 1 1 1 2H

119 - A2 - - - - -

120 - A3 - - - - -

121 - B1 - - - - -

122 - B2 - - - - -

123 - B3 - - - - -

124 - C1 - - - - -

125 - C2 - - - - -

126 - C3 - - - - -

140 21 112 30 11 148 18 Note : Dash represents area not in Sawai Madhopur District Total 166 VES Required 1 for required and 0 for not required103 VES in H - Hard Rock Area 63 VES in S - Soft Rock Area

ANNEXURE–II

Annual Rainfall Data(mm) & Percentage Departures at different Rain Gauge Stations in Sawai Madhopur District

YEAR Bamanwas Dep (%) Bonli

Dep (%)

Gangapur City

Dep (%) Khandar

Dep (%)

Sawai Madhopur

Dep (%)

Chauth Ka

Barwara Dep (%)

Malarna Dungar

Dep (%) Average Dep(%)

1970 466.9 -33.0 471.9 53.2 542.2 7.2 652.7 12.3 687.4 -38.6 564.2 -25.7

1971 927.0 33.0 1266.0 311.0 969.6 91.6 903.5 55.5 1244.2 11.1 1062.1 39.9

1972 588.1 -15.6 379.9 23.3 772.0 52.6 483.3 -16.8 560.5 -50.0 556.8 -26.6

1973 721.1 3.5 815.6 164.8 692.0 36.8 714.2 22.9 969.2 -13.5 782.4 3.1

1974 657.2 -5.7 879.1 185.4 624.0 23.3 902.4 55.3 832.9 -25.6 779.1 2.7

1975 1074.4 54.2 920.0 198.7 1050.9 107.7 1113.0 91.6 1170.0 4.5 1065.7 40.4

1976 815.0 17.0 608.0 97.4 638.0 26.1 801.0 37.9 799.0 -28.7 732.2 -3.5

1977 1055.0 51.4 1019.0 230.8 789.5 56.0 933.0 60.6 1059.0 -5.4 971.1 27.9

1978 924.0 32.6 677.5 120.0 919.0 81.6 846.3 45.7 750.0 -33.0 823.4 8.5

1979 541.0 -22.4 455.8 48.0 543.0 7.3 582.1 0.2 807.0 -27.9 585.8 -22.8

1980 657.0 -5.7 888.4 188.4 854.1 68.8 639.6 10.1 572.0 -48.9 722.2 -4.8

1981 1727.0 147.8 1368.7 344.4 899.0 77.7 482.0 -17.0 604.0 -46.1 1016.1 33.9

1982 884.7 27.0 1008.6 227.5 752.0 48.6 505.0 -13.1 657.0 -41.3 761.5 0.3

1983 925.7 32.8 1494.8 385.3 1228.0 142.7 1191.0 105.0 642.0 -42.7 1096.3 44.4

1984 468.7 -32.7 338.0 9.7 380.0 -24.9 425.0 -26.9 295.0 -73.7 381.3 -49.8

1985 737.5 5.8 915.0 197.1 526.0 4.0 597.0 2.8 561.0 -49.9 667.3 -12.1

1986 475.9 -31.7 854.0 177.3 426.0 -15.8 659.0 13.4 678.0 -39.5 618.6 -18.5

1987 446.5 -35.9 380.3 23.5 340.8 -32.6 463.0 -20.3 430.0 -61.6 412.1 -45.7

1988 717.2 2.9 763.0 147.7 606.3 19.8 643.0 10.7 716.0 -36.1 689.1 -9.2

1989 354.0 -49.2 417.0 35.4 205.8 -59.3 237.0 -59.2 467.0 -58.3 336.2 -55.7

1990 660.5 -5.2 404.0 -38.2 429.0 -39.6 582.4 -17.8 663.0 -21.8 547.8 -23.4

1991 549.8 -21.1 282.0 -56.9 476.0 -32.9 533.0 -24.8 773.0 -8.8 522.8 -26.9

1992 1015.0 45.7 719.0 10.0 1049.8 47.9 738.0 4.2 807.0 -4.8 865.8 21.1

1993 505.0 -27.5 354.0 -45.9 429.0 -39.6 505.0 -28.7 678.0 -20.0 494.2 -30.9

1994 745.0 6.9 781.0 19.4 588.3 -17.1 950.0 34.1 1130.0 33.3 838.9 17.3

1995 860.0 23.4 714.0 9.2 1086.0 53.0 869.0 22.7 1026.0 21.0 911.0 27.4

1996 722.0 3.6 1028.0 57.2 806.0 13.6 913.0 28.9 796.0 -6.1 853.0 19.3


Page 168 of 156

YEAR Bamanwas Dep (%) Bonli

Dep (%)

Gangapur City

Dep (%) Khandar

Dep (%)

Sawai Madhopur

Dep (%)

Chauth Ka

Barwara Dep (%)

Malarna Dungar

Dep (%) Average Dep(%)

1997 777.0 11.5 678.0 3.7 665.0 -6.3 842.0 18.9 845.0 -0.4 761.4 6.5

1998 900.0 29.2 724.0 10.7 925.0 30.3 924.5 30.5 917.0 8.1 878.1 22.8

1999 694.0 -0.4 447.0 -31.6 787.0 10.9 613.0 -13.5 662.0 -21.9 464.0 -34.3 461.0 -19.4 589.7 -17.5

2000 347.0 -50.2 238.0 -63.6 471.0 -33.6 332.0 -53.1 518.0 -38.9 460.0 -34.8 324.0 -43.4 384.3 -46.2

2001 538.0 -22.8 477.0 -27.0 553.0 -22.1 678.0 -4.3 978.0 15.3 697.8 -1.1 717.0 25.3 662.7 -7.3

2002 233.0 -66.6 97.0 -85.2 243.0 -65.8 285.0 -59.8 334.0 -60.6 260.8 -63.0 221.0 -61.4 239.1 -66.6

2003 668.0 -4.1 479.0 -26.7 936.0 31.9 490.0 -30.8 888.0 4.7 679.5 -3.7 463.0 -19.1 657.6 -8.0

2004 731.0 4.9 340.0 -48.0 698.5 -1.6 589.0 -16.8 985.0 16.2 582.0 -17.5 59.0 -89.7 569.2 -20.4

2005 688.0 -1.3 445.0 -31.9 717.0 1.0 1082.0 52.7 1021.0 20.4 987.0 39.8 759.0 32.6 814.1 13.9

2006 368.0 -47.2 312.0 -52.3 472.0 -33.5 547.0 -22.8 861.0 1.5 600.0 -15.0 344.0 -39.9 500.6 -30.0

2007 423.0 -39.3 308.0 -52.9 506.0 -28.7 581.0 -18.0 1120.0 32.1 759.0 7.5 405.0 -29.2 586.0 -18.0

2008 854.0 22.6 524.0 -19.9 806.0 13.6 782.0 10.4 962.0 13.4 591.0 -16.3 650.0 13.6 738.4 3.3

2009 502.0 -28.0 366.0 -44.0 663.0 -6.6 690.0 -2.6 426.0 -49.8 437.0 -38.1 280.0 -51.1 480.6 -32.8

2010 742.0 6.5 594.0 -9.2 798.0 12.4 789.0 11.4 1125.0 32.7 880.0 24.7 884.0 54.5 830.3 16.1

2011 1353.0 94.2 967.0 47.9 1182.0 66.5 1098.0 55.0 1527.0 80.1 884.0 25.2 805.0 40.7 1116.6 56.2

2012 946.0 35.8 688.0 5.2 1003.0 41.3 941.0 32.8 926.0 9.2 714.0 1.2 622.0 8.7 834.3 16.7

2013 719.0 3.2 754.0 15.3 912.0 28.5 880.0 24.2 1238.0 46.0 1113.0 57.7 913.0 59.6 932.7 30.5

2014 556.0 -20.2 747.0 14.2 850.0 19.8 593.0 -16.3 1012.0 19.3 730.0 3.4 575.0 0.5 723.3 1.2

2015 354.0 -49.2 553.0 -15.4 584.0 -17.7 681.0 -3.9 661.0 -22.1 697.0 -1.2 412.0 -28.0 563.1 -21.2

2016 645.0 -7.4 992.0 51.7 1002.0 41.2 656.0 -7.4 1249.0 47.3 981.0 39.0 1001.0 74.9 932.3 30.4

2017 239.0 -65.7 262.0 -59.9 504.0 -29.0 428.0 -39.6 638.0 -24.8 515.0 -27.0 408.0 -28.7 427.7 -40.2

2018 768.0 10.2 624.0 -4.6 812.0 14.4 754.0 6.4 1868.0 120.3 754.0 6.8 946.0 65.3 932.3 30.4

2019 574.0 -17.6 875.0 33.8 774.0 9.1 1243.0 75.5 1264.0 49.1 1036.0 46.8 767.0 34.0 933.3 30.5

Mean(mm) 696.8 653.9 709.7 708.4 848.0 705.8 572.2 714.9 0.0

STDEV(mm) 272.1 304.1 239.1 231.9 303.6 219.5 263.1 212.8

C.V.(%) 39.1 46.5 33.7 32.7 35.8 31.1 46.0 29.8


Page 169 of 156

ANNEXURES –III

Wells drilled by CGWB and SGWD in Sawai Madhopur District

No_ Block Location Agency Lat Long Type_ Of _well

Year _of_ cons_

Depth_ Drilled

Depth_ Const_

Zones_ Tapped

_ SWL_ m_

Q_ In _lpm

DD_ _m_

T_ m2_ day

S__s_ EC_ mmhos_ cm_at_ 25_C

Remarks Aquifer

1 Bamanwas Bamanwas CGWB 26.55 76.55 EW 79-82 45.79 45 12.00 18.08 24.96 41.99

15.08 23.96 30.10 43.10

3.47 42 0 2.93 1x10-1 2675 Abandoned due to poor yield

Older Alluvium

2 Bamanwas Lewali CGWB 26.55 76.4833 EW 79-82 47.2 45.2 20 44 7.42 90 0 4.29 0 465 -do- Older Alluvium

3 Bamanwas Phulwara CGWB 26.5333 76.7667 EW 79-82 41.1 40.2 23 39.5 5.22 44 0 3.18 1x10-1 1495 -do- Older Alluvium

4 Bamanwas Banor CGWB 26.6333 76.55 EW 79-82 53.12 53 21.00 26.00 36.00

23.50 28.50 51.5

3.74 361 5.17 272 5.8x10-4 920 - Older Alluvium

5 Gangapur City Gaonri CGWB 26.5667 76.6 EW 79-82 30.7 30.5 18 29.5 8.76 530 0 0 0 900 - Older Alluvium

6 Gangapur City Ahmadpur (Aligani)

CGWB 26.5 76.6833 EW 79-82 52.4 52 20.00 44.00

41.00 51.25

0 0 0 0 0 385 - Older Alluvium

7 Bamanwas Toda CGWB 26.6333 76.55 EW 79-82 36.32 34 12.00 28.00

22.00 32.00

2.95 600 0 0 0 1080 - Older Alluvium

8 Gangapur City Chowki Amargarh

CGWB 26.4167 76.65 EW 79-82 57.84 52 24.00 43.50

36.00 50.00

5.5 600 0 0 0 0 - Older Alluvium

9 Bamanwas Dabar CGWB 26.4833 76.4833 EW 79-82 41.18 39 16 38 5.19 660 0 0 0 0 - Older Alluvium

10

Bonli Malarnachor CGWB

26.3167 76.3667 EW 79-82 21.78 0 - - 0 0 0 0 0 0 Abandoned due to poor yield

Older Alluvium

11

Bonli Jatoti CGWB 26.2167 76.25 EW 93-94 34.43 35 12.00 30.00

15.00 33.00

4.76 110 15.22 0 0 1800 Slate at 30.07 m depth

Phyllite

12

Bonli Bolni

CGWB 26.35 76.25 EW 95-96 151 0 - - 4.47 25 0 26.2 0 785 Abandoned due to poor discharge

Phyllite

13 Bonli Malarna Dungar

CGWB 26.2833 76.45 EW 95-96 86.9 86.9 Casing upto 81.0 mbgl and then naked

11.76 1200 12.9 0 0 1565 - Older Alluvium

14 Sawai Madhopur

Chak chainpur

CGWB 26.05 76.3667 EW 95-96 142 0 - - 6.94 468 28 0 7.7E-06 1360 - Older Alluvium

15 Sawai Madhopur

Chak chainpur

CGWB 26.05 76.3667 OW 95-96 142 0 - - 11.41 388 10.38 40.25 0.00021 1285 - Older Alluvium


CGWB 26.2833 76.4667 EW 95-96 105.3 0 - - 12.49 600 0 0 0 1550 - Limestone


Page 170 of 156

No_ Block Location Agency Lat Long

Type_ Of

_well

Year _of_

cons_ Depth_ Drilled

Depth_ Const_

Zones_ Tapped _

SWL_ m_

Q_ In _lpm

DD_ _m_

T_ m2_ day S__s_

EC_ mmhos_ cm_at_

25_C Remarks Aquifer 17 Bonli Jastana-I CGWB 26.3833 76.3833 EW 96-97 38.25 38.25 Casing

upto 11.70 mbgland than naked

1.5 0 0 0 0 0 Abandoned due to collapsing nature of formation

Older Alluvium

18 Bonli Jastana-II CGWB 26.3833 76.3833 EW 96-97 153.6 153.6 Casing upto 23 mgbl

1 20 0 0 0 44840 Abandoned due to salinity

Older Alluvium

19 Khandar Basu Khurd CGWB 26.1833 76.4833 EW 96-97 105.1 105.1 Casing upto 25.43 mbgl

34 0 0 0 0 0 Abandoned due to air loss

Limestone

20 Khandar Basu Khurd CGWB 26.15 76.5333 EW 96-97 62.35 62.35 Casing upto 50.0 mbgl

39.6 0 0 0 0 0 -do- Older Alluvium

21 Sawai Madhopur

Sawaimadhopur CGWB 25.9833 76.3667 EW 96-97 150.85 150.85 Naked hole

14.19 594 14.74 158.21 0 510 - Older Alluvium

22 Sawai Madhopur

Gothra CGWB 25.9417 76.625 EW 97-98 76.55 74.55 - - 21.55 1075 6.6 0 0 1230 - Limestone

23 Sawai Madhopur

Gothra CGWB 26.9333 76.6167 OW 97-98 74.55 74.55 Naked hole

21.02 1250 5.66 0 0 1210 - Limestone

24 Khandar Khandar CGWB 26 76.6 EW 97-98 144 144 -do- 41.44 363 6.6 0 0 1130 - Shale

25 Khandar khandar CGWB 26 76.6 OW 97-98 160.05 150.05 -do- 39 205 0 0 0 1110 - Shale

26 bonli Sukhwas CGWB 25.9 76.475 EW 97-98 0 0 -do- 0 415 0 0 0 0 - Shale

27 bonli Sukhwas CGWB 25.9 76.4667 OW 97-98 152.8 152.8 -do- 0 400 0 0 0 0 - Shale

28 Khandar Bheronda CGWB 25.4006 76.5175 EW 2003-04 108.7 108.7 Naked 53.9 500 1 28 0 0 3260 Shale

29 Khandar Chhan CGWB 25.4014 76.4511 EW 2003-04 174.2 174.2 Naked 58.4 100 24.03 2.23 0 950 Shale

30 Sawai Madhopur

S.Mahopur ( Dushera ground)

CGWB 26.0003 76.3367 EW 2003-04 170.47 170.47 Naked 42.71 100 35.59 2.34 0 990 Older Alluvium

31 Sawai Madhopur

S.Madhopur (Bajaria)

CGWB 26.0167 76.3347 EW 2003-04 175 175 Naked 46.7 120 4.42 2.28 0 965 Older Alluvium

32 Sawai Madhopur

S.Madhopur (GG Quarters)

CGWB 26.0333 76.3347 EW 2003-04 170.47 170.47 Naked 37.67 300 8.75 34.4 0 1475 Older Alluvium

33 Khandar Mampura CGWB 26.1169 76.3672 EW 2003-04 170.47 170.47 Naked 4.87 275 44.23 0 0 940 Older Alluvium

34 Bonli Sesa CGWB 26.245 76.4167 EW 2003-04 175 175 Naked 0 45 0 0 0 1490 Older Alluvium

35 Bonli Taranpur CGWB 26.2833 76.3844 EW 2003-04 170.47 170.47 Naked 16.67 274 31.95 11.38 0 3400 Older Alluvium


Page 171 of 156

No_ Block Location Agency Lat Long Type_ Of

_well

Year _of_

cons_

Depth_ Drilled

Depth_ Const_

Zones_ Tapped

_ SWL_ m_

Q_ In _lpm

DD_ _m_

T_ m2_ day

S__s_ EC_ mmhos_ cm_at_

25_C

Remarks Aquifer

36 Bonli Sreepura CGWB 26.2842 76.4511 EW 2003-04 170.47 170.47 Naked 11.43 160 20.24 11.07 0 1950 Older Alluvium

37 Bonli Malarna Dungar CGWB 26.2678 76.4689 EW 2003-04 139.64 139.64 Naked 15.28 1000 1.9 1970 0 1180 Limestone

38 Chauth ka Barwara

Shiwad CGWB 26.2 76.0333 EW 2004-05 127.75 127.75 Naked 11.25 200 0 0 0 930 Phyllite


Sarsop CGWB 26.1806 76.0667 EW 2004-05 141.4 141.4 Naked 36.52 44 0 0 0 690 Phyllite


Chauth ka Barwara

CGWB 26.05 76.1522 EW 2004-05 150.5 150.5 Naked 20 13 0 0 0 340 Phyllite

41 Sawai Madhopur

Chakeri CGWB 26.1458 76.4583 EW 2004-05 159.6 159.6 Naked 100 30 0 0 0 980 Older Alluvium

42 Sawai Madhopur

Kundera CGWB 26.1444 76.4639 EW 2004-05 159.6 159.6 Naked 87.3 40 0 0 0 815 Older Alluvium

43 Sawai Madhopur

Alanpur CGWB 26.0042 76.3653 EW 2004-05 159.6 159.6 Naked 43 40 0 0 0 615 Older Alluvium

44 Sawai Madhopur

Badeda CGWB 26.0375 76.375 EW 2004-05 159.55 159.55 Naked 48 130 0 0 0 960 Older Alluvium

45 Sawai Madhopur

Shyampura CGWB 26.1417 76.5167 EW 2004-05 132.25 132.25 Naked 20 175 0 0 0 560 Limestone

46 Sawai Madhopur

Ajnoti CGWB 26.1542 76.3667 EW 2004-05 159.6 159.6 Naked 63 50 0 0 0 4510 Older Alluvium

47 Bonli Jolunda CGWB 26.3917 76.3083 EW 2004-05 159.6 159.6 Naked 21 50 0 0 0 573 Phyllite

48 Bonl Hindupura CGWB 26.225 76.2639 EW 2004-05 104.95 104.95 Naked 15.3 175 0 0 0 2030 Phyllite


Chauth ka Barwara

CGWB 26.0503 76.1653 EW 2007-08 105.5 105.5 Naked 33 290 0 0 0 235 Length of casing 53 m and thickness of overburden is 18 m.

Phyllite

50 Bonli Seasha CGWB 26.2503 76.4131 EW 2007-08 119 119 Naked 36.5 3000 0 0 0 1300 Length of casing 11 m and thickness of overburden is 10.50 m.

Older Alluvium

51 Bonli Seasha CGWB 26.2542 76.4144 OW 2008-09 144.7 144.7 Naked 33.5 25 0 0 0 0 Older Alluvium

52 Chauth ka barwara

Shivad CGWB 26.2 76.0333 EW 2007-08 123.8 123.8 Naked 12.5 20 0 0 0 32800 Length of casing 4.5 m and thickness of overburden is 3.50 m.

Phyllite


Page 172 of 156


_well

Year _of_

cons_

Depth_ Drilled

Depth_ Const_

Zones_ Tapped

_ SWL_ m_

Q_ In _lpm

DD_ _m_

T_ m2_ day


25_C

Remarks Aquifer

53 Bamanwas Piplai CGWB 26.5 76.5333 SH 79-82 50.36 0 31 50 32 30 0 0 0 20850 - Older Alluvium

54 Gangapur City Seba CGWB 26.5167 76.8333 SH 79-82 54.7 0 - - 0 0 0 0 0 3188 - Older Alluvium

55 Gangapur City Mahukalan CGWB 26.45 76.7333 SH 79-82 60.45 0 - - 0 0 0 0 0 0 - Older Alluvium


CGWB 26.2667 76.4667 SH 93-94 29.5 0 15.00 26.00 Zone

19.00 28.00 tested

13.6 63 6.9 40.5 0 1000 Limestone at 27.7 m depth

Limestone

57 Khandar Daulatpura CGWB 25.9667 76.5167 SH 93-94 29.45 0 - - 0 0 0 0 0 0 Shale at 15.74 m depth

Hills

58 Khandar Khajla Barnada

CGWB 26.25 76.7167 SH 93-94 19.6 0 - - 0 0 0 0 0 0 Shale at 18.63 m depth

Older Alluvium

59 Gangapur City Raipur CGWB 26.6 76.9333 PZ 93-94 55.54 54 28.00 42.00

36.00 52.00

23.13 132 11.05 33.12 0 1000 - Older Alluvium

60 Gangapur City Meenapara CGWB 26.3833 76.55 PZ 93-94 26 25.5 19 25 8.47 78 12 0 0 150 - Older Alluvium

61 Chauth ka barwara

Bhadola CGWB 26.15 76.1667 PZ 200.1 200.1 Naked 15.97 25 0 0 0 540 Phyllite

62 Bamanwas BadhGahnoli CGWB 26.4924 76.5918 EW 2019 200 0 14.68 200.4 0 12.42 0 9150 253 Older Alluvium

63 Bamanwas Badila /Barila

CGWB 26.6232 76.5951 EW 2019 200 0 9.92 126.6 0 7.28 0 10200 264 Older Alluvium

64 Bonli Bapoi CGWB 26.3365 76.1647 EW 2019 200 0 9.79 0.6 0 0.24 0 1200 270 Phyllite

65 Khandar Goth Bihari CGWB 26.0414 76.6008 EW 2019 170 0 31.84 412.8 0 63.29 3.37x10-5

1160 227 Shale

66 Khandar Goth Bihari CGWB 26.0412 76.6007 OW 2019 170 0 31.63 721.2 0 45.48 0 1120 227 Shale

67 Sawai Madhopur

Jatwara Kalan CGWB 26.1605 76.3244 EW 2019 200 0 38.63 107.4 0 11.76 0 615 257 Shale

68 Chauth Ka Barwara

Kali Dhai(Neemli Kalan)

CGWB 25.9376 76.3102 EW 2019 200 0 37.47 26.4 0 0.51 0 690 270 Shale

69 Khandar Khidarpur Jatan


70 Gangapur City Kotadi CGWB 26.3603 76.6099 EW 2019 200 0 77.97 0 0 0.47 0 950 264 Older Alluvium

71 Bonli Nimod CGWB 26.363 76.4153 EW 2019 200 0 9.17 0.6 0 0.45 0 33100 243 Older Alluvium

72 Gangapur City Phulwara Peppat



Rajwana CGWB 26.0454 76.1215 EW 2019 200 0 22.16 0 0 0.65 0 1330 262 Older Alluvium

74 Gangapur City Sewa CGWB 26.514 76.8381 EW 2019 125 0 80.02 13.2 0 0.39 0 1076 282 Older Alluvium


Page 173 of 156


_well

Year _of_

cons_

Depth_ Drilled

Depth_ Const_

Zones_ Tapped

_ SWL_ m_

Q_ In _lpm

DD_ _m_

T_ m2_ day


25_C

Remarks Aquifer

75 Khandar Singor Kalan CGWB 25.9692 76.6949 EW 2019 200 0 53.02 107.4 0 12.48 0 2757 213 Older Alluvium

76 Azizpur CGWB 26.92 76.8472 PZ 26.6.93 65 65 40-52.45, 54.80-64.50

18.82 0.1053 slug test 2785 Older Alluvium

77 Khandar Baharwada Khurd

CGWB 26.4056 76.525 EW 24.12.03 108.7 casing till 18.31

54.9 232 3260 Shale

78 Gangapur City Paota CGWB 26.95 76.9333 EW 11.7.78 79.1 78.5 66.01 78.12 13.28 408.17 9.88 133.7 1.0x10-4 1620 Older Alluvium

79 Sawai Madhopur

Mainpura CGWB 26.12 76.3733 EW 10.1.04 170.47 casing till 5.5

7.47 260 44.23 10.88 940 Shale

80 BONLI GHATA GWD 26.4172 76.2508 PZ 07.04.05 70 0 18 6.75 0 0 Phyllite

81 Gangapur City SEWA GWD 26.4842 76.8342 PZ 08.04.05 65 0 8 2.7 0 0 Older Alluvium

82 SAWAI MADHOPUR

SINOLI GWD 26.1339 76.3008 PZ 19.01.2006 75 0 24 4.5 0 0 Shale

83 BONLI MALARNA DOONGAR

GWD 26.2842 76.4675 PZ 20.01.06 75 0 24 18 0 0 Limestone

84 BAMANWAS KHEDLI GWD 26.4847 76.5167 PZ 05.11.03 37 0 27 4.5 0 0 Older Alluvium

85 Gangapur City BAD MALIYAN GWD 26.4503 76.7503 PZ 07.12.05 61 0 9.7 9 0 0 Older Alluvium

86 SAWAI MADHOPUR

KUSTALA GWD 25.9511 76.2842 PZ 18.01.06 75 0 28 6.75 0 0 Shale

87 KHANDAR JAITPURA GWD 25.8836 76.5169 PZ 31.03.05 85 0 17.3 0.45 0 0 Shale

88 SAWAI MADHOPUR

PADANA GWD 26.1839 76.4336 PZ 03.04.05 75 0 30 2.25 0 0 Older Alluvium

89 BONLI SHESHA GWD 26.25 76.4014 PZ 05.04.05 85 0 13 6.75 0 0 Older Alluvium

90 KHANDAR JAISINGHPURA GWD 25.9833 76.6008 OW 1.7.87 40 0 20.1 0 0 0 Shale

91 KHANDAR PALIGHAT GWD 25.8506 76.5347 OW 28.6.87 40 0 16.7 0 0 0 Limestone

92 KHANDAR BISHPURI GWD 26.05 76.7514 EW 22.4.87 58 0 23.5 4.95 0 0 Older Alluvium

93 KHANDAR PALIGHAT GWD 26.85 76.5347 EW 27.6.87 60 0 16.7 18 0 0 Younger Alluvium

94 KHANDAR JAISINGHPURA GWD 26.9681 76.6014 EW 30.6.87 80 0 20.1 27 0 0 Limestone

95 KHANDAR PADRI GWD 25.95 76.6675 EW 12.7.87 60 0 18.1 11.25 0 0 Older Alluvium

96 SAWAI MADHOPUR

SAWAI MADHOPUR

GWD 26.0172 76.2672 PZ 10.02.05 65 0 40 1.35 0 0 Older Alluvium

97 KHANDAR KHANDAR GWD 26.0006 76.6003 EW 3.10.86 95 0 0 0 0 0 Shale


Page 174 of 156


_well

Year _of_

cons_

Depth_ Drilled

Depth_ Const_

Zones_ Tapped

_ SWL_ m_

Q_ In _lpm

DD_ _m_

T_ m2_ day


25_C

Remarks Aquifer

98 BAMANWAS RODAWAT GWD 25.9847 76.75 EW 08.03.97 83 0 41 45 0 0 Older Alluvium

99 Bamanwas PIPLAI GWD 26.4842 76.5336 PZ 18.12.95 50 0 7 0.9 0 0 Older Alluvium

100 SAWAI MADHOPUR

SALARPUR GWD 26.4508 76.7008 PZ 27.12.95 50 0 13 9 0 0 Older Alluvium

101 Bonli BONLI GWD 26.3169 76.2181 PZ 27.1.96 38 0 5 1.2 0 0 Phyllite

102 KHANDAR BASO KALAN GWD 26.1514 76.5503 EW 14.12.96 133 0 3.1 11.25 0 0 Quartzite

103 Gangapur City BADI UDAI GWD 26.5178 76.7333 PZ 26.09.03 44 0 6 3.6 0 0 Older Alluvium

104 KHANDAR MEI KALAN GWD 25.9342 76.5678 PZ 29.03.05 65 0 45 0.45 0 0 Limestone

105 SAWAI MADHOPUR

KHERLI MEENA

GWD 26.0175 76.2844 EW 6.2.95 100 0 5.3 28.28 0 0 Older Alluvium

106 SAWAI MADHOPUR

DUDUPURA GWD 26.4833 76.6006 PZ 10.12.95 47 0 6.7 1.4 0 0 Older Alluvium

107 SAWAI MADHOPUR

KUSHAW GWD 26.5839 76.9175 PZ 19.11.95 40.25 0 20 0.908 0 0 Older Alluvium

108 Bonli MALARNA GWD 26.2181 76.5342 PZ 14.11.95 80 0 24 45 0 0 Older Alluvium

109 SAWAI MADHOPUR

DUBBI GWD 26.1833 76.3669 EW 16.11.95 123 0 23 36 0 0 Older Alluvium

110 KHANDAR KOSARA WITH CHHORETA P.S. KHANDAR

GWD 26.0333 76.7511 EW 28.02.1997 95 0 26.1 22.5 0 0 Older Alluvium

111 KHANDAR BAIRARA GWD 26.4339 76.5333 PZ 18.12.96 40 0 6 1 0 0 Older Alluvium

112 SAWAI MADHOPUR

SHYAMPURA GWD 26.0167 76.5167 PZ 25.03.05 65 0 20 3.15 0 0 Quartzite

113 Gangapur City WAZIRPUR GWD 26.5669 76.8833 PZ 12.09.03 52 0 24 2.25 0 0 Older Alluvium

114 BAMANWAS GANDAL GWD 26.5678 76.6672 PZ 31.10.96 47 0 4.1 1 0 0 Older Alluvium


BHAGWATGARH GWD 26.15 76.2333 PZ 24.02.96 50 0 11 9 0 0 Phyllite

116 KHANDAR PHARIYA GWD 25.9008 76.5181 EW 4.10.86 70 0 7.05 6.75 0 0 Shale

117 SAWAI MADHOPUR

KUSTALA GWD 25.9669 76.2839 EW 22.1.95 123 0 5 3.6 0 0 Older Alluvium

118 KHANDAR PALI GWD 25.8508 76.5511 PZ 50 0 12.5 11.25 0 0 Depth drilled

Limestone

119 Khandar LEHSODA GWD 25.8175 76.4175 EW 50 0 3 0 0 0 Limestone


SARSOP GWD 26.1675 76.0672 EW 50 0 15.4 24.4 0 0 Phyllite

121 SAWAI MADHOPUR

SHERPUR GWD 26.05 76.4339 EW 50 0 7 25 0 0 Hills


Page 175 of 156

ANNEXURE -IV

Water Level and Water Table Data of May 2020 and November 2019 of Sawai Madhopur District

S_No Well_Type Block Village Owner_Name Latitude Longitude RL (m)

Hyd_Formation Total_ Depth_bgl

WL_ Pre_20(m)

WL_ post_19(m)

WT Elevation-

May20 1 D/W Bamanwas Bichhoch Public Well 26.447 76.498 257.3 O-ALLUVIUM 18.1 18.84 16.9 238.46

2 D/W Bamanwas Badh Koyla Public Well 26.506 70.617 255.91 O-ALLUVIUM 12.6 5.72 7.5 250.19

3 D/W Bamanwas Batoda Public Well 26.359 76.516 243.47 O-ALLUVIUM 13.3 12.7 7.7 230.77

4 D/W Bamanwas Keeratpura Public Well 26.602 76.558 268.65 O-ALLUVIUM 9.55 5.27 3.15 263.38

5 D/W Bamanwas Naroli Public Well 26.454 76.463 240 O-ALLUVIUM 13.2 10.94 Dry 229.06

6 D/W Bamanwas Sitor Public Well 26.505 76.564 254.4 O-ALLUVIUM 15.1 16.7 15.6 237.7

7 P/Z Bamanwas Kherli P/Z GWD 26.494 76.523 259.42 O-ALLUVIUM 37 20.98 19.22 238.44

8 D/W Bamanwas Bamanwas Public Well 26.561 76.557 260.42 O-ALLUVIUM 11.7 8.55 6.45 251.87

9 D/W Bamanwas Barnala Public Well 26.381 76.485 252.01 O-ALLUVIUM 15.8 0 3.7 252.01

10 D/W Bamanwas Jahara R R Mali 26.624 76.555 267 O-ALLUVIUM 12.2 21.05 Dry 245.95

11 P/Z Bamanwas Bichhoch P/Z GWD 26.451 76.502 247 O-ALLUVIUM 90 15.94 11.28 231.06

12 P/Z Bamanwas Ranila P/Z GWD 26.618 76.609 256 O-ALLUVIUM 78 6.3 4.59 249.7

13 P/Z Bamanwas Morpa P/Z GWD 26.328 76.521 290 O-ALLUVIUM 95 46.49 38.19 243.51

14 P/Z Bamanwas Fulwara P/Z GWD 26.409 76.538 244 O-ALLUVIUM 100 17.53 9.59 226.47

15 D/W Baunli Barkheda Public Well 26.377 76.183 298.31 O-ALLUVIUM 20.5 21.3 2.2 277.01

16 D/W Baunli Ghata Public Well 26.427 76.244 274.96 O-ALLUVIUM 17.5 0 4 274.96

17 D/W Baunli Khirni Public Well 26.255 76.329 248 O-ALLUVIUM 9.45 4.5 2.65 243.5

18 P/Z Baunli Ghata P/Z GWD 26.422 76.262 280.7 O-ALLUVIUM 70 9.48 2.57 271.22

19 D/W Baunli Mamdoli Public Well 26.309 76.300 251 O-ALLUVIUM 14 7.25 0.5 243.75

20 D/W Baunli ChorMalarana Sh.M L Meena 26.322 76.381 252.66 O-ALLUVIUM 20.5 7.34 10.95 245.32

21 D/W Baunli Jastana Public Well 26.386 76.367 254.88 O-ALLUVIUM 16.1 10.9 6.1 243.98

22 D/W Baunli Nimod Public Well 26.363 76.415 247.15 O-ALLUVIUM 15.7 7.05 7.2 240.1

23 D/W Baunli Malarana Station Public Well 26.230 76.537 241.81 LIMESTONE 26.65 0 22.5 241.81

24 D/W Baunli Sesa Public Well 26.253 76.414 236 LIMESTONE 13.5 0 5.8 236

25 D/W Baunli Biloli Sh.Arjun Pandit 26.218 76.553 226.31 LIMESTONE 13.7 14.7 13.3 211.61


Page 176 of 156

S_No Well_Type Block Village Owner_Name Latitude Longitude RL (m) Hyd_Formation Total_ Depth_bgl

WL_ Pre_20(m)

WL_ post_19(m)

WT Elevation-

May20 26 P/Z Baunli Malarna

Dungar P/Z GWD 26.281 76.473 242.29 LIMESTONE 75 11.54 8.28 230.75

27 D/W Baunli Malarana Dungar

Public Well 26.287 76.470 246.67 LIMESTONE 16 15.68 12.5 230.99

28 D/W Baunli BansdaBanesingh/ Shisolav

Public Well 26.290 76.153 269 SCH/PHYL 7.9 0 11.3 269

29 D/W Baunli Bonli Public Well 26.330 76.233 278.03 SCH/PHYL 18 5.8 2.3 272.23

30 D/W Baunli Didwari Public Well 26.239 76.204 269 SCH/PHYL 10.4 0 8.3 269

31 D/W Baunli Gangwara Public Well 26.281 76.186 284.71 SCH/PHYL 20 9.32 0.4 275.39

32 D/W Baunli Kodyai Public Well 26.353 76.305 261 SCH/PHYL 13.6 10.4 7.2 250.6

33 D/W Baunli Mitrapura Public Well 26.442 76.186 289.29 SCH/PHYL 26 22.42 17.9 266.87

34 P/Z Baunli BonliP/Z Ne GWD 26.329 76.233 278.03 SCH/PHYL 38 5.02 2.05 273.01

35 D/W Baunli Baragaon Public Well 26.262 76.363 250.3 SCH/PHYL 13.6 0 2.1 250.3

36 D/W Baunli Bharoti Public Well 26.246 76.375 248.24 SCH/PHYL 14.5 12 8.2 236.24

37 D/W Baunli Peepalda Public Well 26.392 76.342 264.1 SCH/PHYL 20.5 10 3.7 254.1

38 D/W Baunli Peepalwara Public Well 26.232 76.214 253 SCH/PHYL 11.1 0 8.4 253

39 P/Z Baunli Pipalwara P/Z G W D 26.233 76.216 253.3 SCH/PHYL 66 12.49 8.95 240.81

40 P/Z Baunli Didwari P/Z G W D 26.236 76.268 237 SCH/PHYL 63 9.27 5.6 227.73

41 P/Z Baunli Mamdoli P/Z G W D 26.311 76.296 252 O.ALLUVIUM 61 5.25 1 246.75

42 P/Z Baunli Borkhera / Gothra P/Z

G W D 26.348 76.194 309 SCH/PHYL 70 14.3 10.46 294.7

43 P/Z Baunli Basra Bane Sh/ Sisholav

G W D 26.282 76.160 269 SCH/PHYL 83 14.9 9.45 254.1

44 P/Z Baunli Gangwara P/Z G W D 26.280 76.182 260 SCH/PHYL 82 13.56 9.58 246.44

45 P/Z Baunli Kodyai P/Z G W D 26.353 76.305 261 SCH/PHYL 82 6.5 3.5 254.5

46 P/Z Baunli Jastana P/Z G W D 26.387 76.368 254 SCH/PHYL 83 4.8 2.21 249.2

47 P/Z Baunli ChakBloli P/Z G W D 26.224 76.543 229 O-ALLUVIUM 100 26.4 24.61 202.6

48 P/Z Baunli Karadi P/Z G W D 26.188 76.192 251 O-ALLUVIUM 72 15.78 13.8 235.22

49 P/Z Baunli Jolanda P/Z G W D 26.226 76.306 244 O-ALLUVIUM 105 8.28 8.38 235.72

50 P/Z Baunli Lakhanpur P/Z G W D 26.326 76.193 286 O-ALLUVIUM 86 9.78 4.26 276.22

51 D/W

Gangapur City Aliganj Sh.Jeevan 26.516 76.684 256.85 SCH/PHYL 10.85 9.8 7.9 247.05


Page 177 of 156


WL_ Pre_20(m)

WL_ post_19(m)

WT Elevation-

May20 52 D/W Gangapur City Barh Public Well 26.494 76.667 250.55 O-ALLUVIUM 8.8 10.2 9.8 240.35

53 D/W Gangapur City Udai Kalan Public Well 26.530 76.731 255.05 O-ALLUVIUM 10.3 6.4 4.3 248.65

54 D/W Gangapur City Jat Baroda Public Well 26.491 76.771 273 O-ALLUVIUM 16.5 14.1 9.7 258.9

55 D/W Gangapur City Udai Khurd Public Well 26.549 76.785 254 O-ALLUVIUM 13.1 7.28 5.9 246.72

56 D/W Gangapur City Gangapur City Public Well 26.478 76.711 263.63 O-ALLUVIUM 12.9 0 10.1 263.63

57 D/W Gangapur City Piloda Public Well 26.593 76.831 249.14 O-ALLUVIUM 9.5 10.06 1 239.08

58 D/W Gangapur City Salempur Public Well 26.465 76.806 304.33 O-ALLUVIUM 24.6 15 14 289.33

59 D/W Gangapur City Saloda Public Well 26.485 76.746 263 O-ALLUVIUM 12.9 0 Dry 263

60 D/W Gangapur City Sewa Public Well 26.521 76.831 276.59 O-ALLUVIUM 10.75 0 2.9 276.59

61 P/Z Gangapur City Tajpur P/Z GWD EU-SPP 26.476 76.743 292.18 O-ALLUVIUM 35.4 0 10.3 292.18

62 P/Z Gangapur City Bari Udai P/Z GWD 26.518 76.725 256.02 O-ALLUVIUM 44 2.95 2.13 253.07

63 P/Z Gangapur City Sewa P/Z GWD 26.522 76.816 270.44 O-ALLUVIUM 65 41.8 45.96 228.64

64 P/Z Gangapur City BadhMaliyan P/Z GWD 26.476 76.743 270.94 O-ALLUVIUM 61 11.08 10.1 259.86

65 D/W Gangapur City Binega Public Well 26.510 76.794 268 O-ALLUVIUM 19.1 9.3 7 258.7

66 P/Z Gangapur City Toksi P/Z GWD 26.503 76.784 265 O-ALLUVIUM 90 23 21.77 242

67 P/Z Gangapur City Ramsingpura P/Z GWD 26.568 76.728 248 O-ALLUVIUM 84 3.12 1.5 244.88

68 P/Z Gangapur City Dibsya P/Z GWD 26.518 76.767 255 O-ALLUVIUM 98 8.24 2.88 246.76

69 D/W Khandar Chitara Public Well

25.791 76.378 208 O-ALLUVIUM 28.15 5.4 Dry 202.6

70 D/W Khandar Naypur Public Well 26.094 76.666 224.38 O-ALLUVIUM 22.3 15.88 15.9 208.5

71 D/W Khandar Talawara Public Well 26.065 76.632 229.49 O-ALLUVIUM 26.1 17.7 11.5 211.79

72 P/Z Khandar Baler P/Z GWD 26.072 76.761 233 O-ALLUVIUM 32.7 25.7 19.98 207.3

73 P/Z Khandar BarodPz. GWD 25.964 76.649 233 LIMESTONE 30.9 34.5 33.43 198.5

74 D/W Khandar MeiKalan Public Well 25.945 76.576 227.29 LIMESTONE 22.5 24.72 15.35 202.57

75 D/W Khandar Phalodi Public Well 25.858 76.332 453 LIMESTONE 21.1 21.75 6.7 431.25

76 P/Z

Khandar MeiKalan P/Z GWD 25.943 76.561 227.29 LIMESTONE 65 27.54 15.74 199.75

77 D/W Khandar Kushalipura Public Well 25.939 76.376 269.29 LIMESTONE 12.55 3.36 4.7 265.93

78 Khandar Bahrawada Khurd Sh.Ganga Ram Mali ka kua

25.905 76.503 230 QUARTZITE 20.15 9.9 3.8 220.1


Page 178 of 156


WL_ Pre_20(m)

WL_ post_19(m)

WT Elevation-

May20 79 P/Z Khandar Daulatpura P/Z GWD 25.890 76.522 220 SHALE 20.1 24.59 38.1 195.41

80 D/W Khandar Jetpura Public Well 25.913 76.451 240.49 SHALE 15.2 14.2 12.5 226.29

81 P/Z Khandar Jetpura P/Z GWD 25.913 76.451 240.49 SHALE 85 13.64 11.3 226.85

82 P/Z Khandar KhandarPz GWD 26.014 76.600 244.83 SHALE 60 8.48 3.4 236.35

83 D/W Khandar Khandar Public Well 26.015 76.602 245.78 SHALE 27.4 11.08 9.8 234.7

84 P/Z Khandar Lehsora P/Z GWD 25.831 76.420 213.7 SHALE 90 3.98 1.9 209.72

85 P/Z Khandar Gandawar P/Z GWD 25.915 76.620 203 LIMESTONE 70 23.11 25.7 179.89

86 P/Z Khandar Padra P/Z GWD 25.945 76.674 205 LIMESTONE 88 35.1 37.41 169.9

87 P/Z Khandar Jakhoda P/Z GWD 26.009 76.766 221 SCH/PHYL 90 53.78 57.5 167.22

88 P/Z Khandar Ravanra P/Z GWD 25.995 76.594 226 SHALE 107 36.55 35.43 189.45

89 P/Z Khandar Chitara P/Z GWD 25.791 76.377 206 O-ALLUVIUM 100 4.16 3.76 201.84

90 D/W Sawai Madhopur

Bilopa Public Well 26.037 76.249 264 SHALE 17.5 0 1.16 264


Dubbi Public Well 26.181 76.372 230.8 O-ALLUVIUM 30.5 0 230.8


Jatwarakalan Public Well 26.163 76.321 257 O-ALLUVIUM 23.4 0 7.1 257


Pondera Public Well 26.076 76.106 270 O-ALLUVIUM 13.2 10.65 10.6 259.35


Sherpur Public Well 26.055 76.418 270 O-ALLUVIUM 24 0 13.4 270

95 P/Z Sawai Madhopur

Sherpur P/Z GWD 26.048 76.419 271.06 O-ALLUVIUM 65 23.8 9.4 247.26


Sawai Madhopur P/Z

GWD 26.027 76.359 266.53 O-ALLUVIUM 65 17.89 15.62 248.64


Kundera Public Well 26.123 76.466 240.3 O-ALLUVIUM 18 0 6.7 240.3


Padana Public Well 26.190 76.436 243 LIMESTONE 32 0 26 243


Shyampura P/Z GWD 26.146 76.507 246.37 LIMESTONE 65 26.3 14.16 220.07


Shyampura Public Well 26.146 76.508 272.9 LIMESTONE 14.3 0 11.4 272.9


Sinoli Public Well 26.129 76.306 250 LIMESTONE 21.3 0 2.9 250


Sinoli P/Z GWD 26.129 76.306 260.73 SHALE 75 18.75 3.7 241.98


Page 179 of 156


WL_ Pre_20(m)

WL_ post_19(m)

WT Elevation-

May20 103 P/Z Sawai

Madhopur Soorwal P/Z GWD 26.087 76.382 251.83 SHALE 65 16.15 6.3 235.68


Soorwal Public Well 26.099 76.363 250.84 SHALE 24.6 9 6.8 241.84


Menpura Public Well 26.123 76.365 251.71 PHY/SCH 24.1 12.45 2.45 239.26


Kundera P/Z GWD 26.130 76.466 240 PHY/SCH 81 21.4 16.19 218.6


Raithakhurd P/Z GWD 26.191 76.464 240 LIMESTONE 35 18.07 10.34 221.93


Ranthambhor Public Well 26.024 76.457 381.27 LIMESTONE 14.1 6.3 6.4 374.97


Borif GWD 25.987 76.318 269 SCH/PHYL 100 28.1 27.83 240.9


Chharoda GWD 26.101 76.422 246 SHALE 98 14.37 21.7 231.63


Bhedola Public Well 26.089 76.175 270 O-ALLUVIUM 21.5 8.05 1.7 261.95


Bhedola Public Well 26.081 76.166 270.4 PHY/SCH 11.2 2.6 259.2

113 D/W Chauth Ka Barwara

Chauth Ka Barwara

Public Well 26.044 76.156 278 PHY/SCH 26 16.97 1.15 261.03


Gardwas Public Well 26.000 76.129 285 PHY/SCH 23.2 23.58 5.5 261.42


Isarda Public Well 26.160 76.027 276.34 PHY/SCH 18.7 0 3.9 276.34


Isarda Public Well 26.153 76.025 271 PHY/SCH 9.7 1.8 261.3


Rawajana Chaur

Public Well 25.915 76.278 262 PHY/SCH 13.4 0 3.12 262


Shiwar Public Well 26.202 76.027 268.09 PHY/SCH 13 2.25 2.7 265.84


Shiwar Public Well 26.193 76.039 268 PHY/SCH 10 3.1 258


Tapur Public Well 26.209 76.104 253 PHY/SCH 18.5 6.6 3.1 246.4


Tapur Public Well 26.212 76.108 253.2 PHY/SCH 5.13 3.3 248.07


Kushtala Public Well 25.974 76.294 271.2 PHY/SCH 19 13.25 12.3 257.95

123

P/Z

Chauth Ka Barwara

Kushtala P/ Z GWD 25.972 76.295 271.7 O-ALLUVIUM 75 16.6 24.19 255.1


Page 180 of 156


WL_ Pre_20(m)

WL_ post_19(m)

WT Elevation-

May20 124 P/Z Chauth Ka

Barwara Rawajana Chaur P/Z

GWD 25.918 76.277 262 PHY/SCH 71 14.8 2.56 247.2

125 P/Z Chauth Ka Barwara

Bhagwatgarh P/Z GWD 26.138 76.258 248 O-ALLUVIUM 84 5.1 4.35 242.9


Rawajana P/Z GWD 26.045 76.119 265 PHY/SCH 90 14.23 7.28 250.77


Pancholas P/Z GWD 25.861 76.258 254 SHALE 78 7.54 3.75 246.46

128 GANGAPUR CITY

RAIPUR1 CGWB 26.596 76.942 252.1 Older Alluvium 0 252.1

129 D/W BAMANWAS BAMNAWAS CGWB 26.550 76.561 254.2 Older Alluvium 10.36 5.42 243.84

130 D/W GANGAPUR CITY

SEWA CGWB 26.525 76.837 270.4 Older Alluvium 9.93 5.93 260.47

131 D/W BAMANWAS PIPLAI CGWB 26.504 76.553 253.1 Older Alluvium 11.44 0

132 D/W GANGAPUR CITY

GANGAPUR CITY2 CGWB 26.483 76.733 265 Older Alluvium 11.2 11.65 253.8

133 P/Z GANGAPUR CITY

MEENAPARA CGWB 26.411 76.620 246.8 Older Alluvium 18.27 16.22 228.53

134 D/W Baunli TOND CGWB 26.367 76.397 245 Older Alluvium 10.54 0.29 234.46

135 D/W Baunli BONALI CGWB 26.354 76.254 276.6 Phyllite 11.36 3.16 265.24

136 D/W BAMANWAS MORAL TIWARA CGWB 26.329 76.492 235.5 Older Alluvium 14.25 7.1 221.25

137 D/W Baunli Bolni1 CGWB 26.317 76.217 0 Phyllite 0 0

138 D/W Baunli MALARNACHOR CGWB 26.306 76.381 247.2 Older Alluvium 13.94 3.19 233.26

139 D/W Baunli BHADOTI CGWB 26.253 76.386 243.8 Older Alluvium 11.86 9.06 231.94

140 D/W SAWAI MADHOPUR

SURWAL CGWB 26.088 76.361 246.8 Older Alluvium 10.97 3.77 235.83

141 D/W KHANDAR KHANDAR1 CGWB 26.022 76.594 229.2 Shale 17.09 2.81 212.11


RANTHAMBOR CGWB 26.017 76.458 473.2 Hills 12.82 5.35 460.38

143 KHANDAR PADRI TOPKHANA CGWB 25.975 76.667 203 Older Alluvium 0 0

144 D/W CHAUTH KA BARWARA

KUSHTALA CGWB 25.967 76.267 270.4 Older Alluvium 11.36 5.36 259.04

145 D/W KHANDAR BODAL CGWB 25.933 76.433 233.7 Shale 11.09 2.69 222.61


Kushlipura CGWB 25.928 76.371 470 Quartzite 12.11 9.45 457.89

147 D/W KHANDAR PHARIYA CGWB 25.917 76.529 219.4 Shale 15.44 6.54 203.96


Page 181 of 156


WL_ Pre_20(m)

WL_ post_19(m)

WT Elevation-

May20 148 D/W KHANDAR CHANN CGWB 25.896 76.489 221 Shale 26.26 13.15 194.74

149 D/W KHANDAR HINDWAR CGWB 25.891 76.348 261 Limestone 16.85 9.25 244.15

150 DW BAMANWAS Kuagaon Key Well 26.573 76.420 305 Hills 22 15.24 - 289.76

151 DCB BAMANWAS Riwali Key Well 26.593 76.443 298 QUARTZITE 25.6 0 - 0

152 DW BAMANWAS Nawand Kishanpura

Key Well 26.552 76.477 273 Older Alluvium 26 0 - 0

153 DW BAMANWAS Raneela Key Well 26.614 76.610 255 Older Alluvium 15 7.3 - 247.7

154 DW BAMANWAS Koyala Key Well 26.509 76.604 246 Older Alluvium 11.4 3.95 - 242.05

155 DW GANGAPUR CITY

Gujar Badoda Key Well 26.475 76.615 240 Older Alluvium 11.3 9.3 - 230.7

156 DW BAMANWAS Abadi Ki Dhani Key Well 26.422 76.430 311 Older Alluvium 13.2 8.2 - 302.8

157 DW BAMANWAS Sancholi Key Well 26.390 76.424 297 Older Alluvium 18.35 11.1 - 285.9

158 DW Baunli Kodyai Key Well 26.354 76.306 312 Phyllite 16.7 10 - 302

159 DW Baunli Basra Banesingh Key Well 26.287 76.133 314 Phyllite 15 7.8 - 306.2

160 DW Baunli Googdod Key Well 26.371 76.134 336 Older Alluvium 13.5 10.4 - 325.6

161 DW Baunli Moran Key Well 26.406 76.184 321 Older Alluvium 23.1 11.4 - 309.6

162 DW Bonli Bagdoli Key Well 26.224 76.182 294 Phyllite 6.3 4.2 - 289.8

163 DW Baunli Hindupura Key Well 26.245 76.239 297 Phyllite 16.8 9.2 - 287.8

164 DW Sawai Madhopur

Dhamun Khurd Key Well 26.015 76.332 274 Older Alluvium 19.1 17.2 - 256.8

165 DCB Ekra Tanmay Key Well 26.032 76.255 298 Older Alluvium 24.1 Dry - 0

166 DW Chauth Ka Barwara

Gardwas Key Well 25.997 76.125 280 Older Alluvium 14.7 Dry - 0

167 DW Khijoori Key Well 25.875 76.228 255 SHALE 13.3 Dry - 0

168 DW Chauth Ka Barwara

Nayagaon Key Well 26.092 76.132 297 Phyllite 7 5.4 - 291.6


Page 182 of 156

ANNEXURE –V

Details of Key wells Established during NAQUIM Field Work Village Block Latitude Longitude Elevation Toposheet

No Quadrant Type of Structure Depth Dia MP WL

Kuagaon Bamanwas 26.57 76.42 305 54 B/6 C2 DW 22 2 0.7 15.24

Riwali Bamanwas 26.59 76.44 298 54 B/6 C3 DCB 25.6 3 0.5 Dry at 25.6 Nawand Kishanpura Bamanwas 26.55 76.47 273 54 B/6

DW 26 4.6 0.3 Dry at 26

Raneela Bamanwas 26.61 76.60 255 54 B/10 B2 DW 15 3.6 0.6 7.3

Koyala Bamanwas 26.50 76.60 246 54 B/10 B3 DW 11.4 3.6 0.3 3.95

Gujar Badoda Gangapur City 26.47 76.61 240 54 B/11 B1 DW 11.3 3.3 0.6 9.3

Abadi Ki Dhani Bamanwas 26.42 76.43 311 54 B/7 C1 DW 13.2 2.5 0.5 8.2

Sancholi Bamanwas 26.38 76.42 297 54 B/7 A1 DW 18.35 3.5 0.5 11.1

Kodyai Bonli 26.35 76.30 312 54 B/7 A2 DW 16.7 3.5 0.35 10

Basra Banesingh Bonli 26.28 76.13 314 54 B/3 B3 DW 15 3.5 0 7.8

Googdod Bonli 26.37 76.13 336 54 B/3 B2 DW 13.5 3.8 0 10.4

Moran Bonli 26.40 76.18 321 54 B/3 C2 DW 23.1 3.6 0 11.4

Bagdoli Bonli 26.22 76.18 294 54 B/4 C1 DW 6.3 1.8 0.5 4.2

Hindupura Bonli 26.24 76.23 297 54 B/8 A1 DW 16.8 2.6 0.6 9.2

Dhamun Khurd Sawai Madhopur 26.01 76.33 274 54 B/8 A3 DW 19.1 3 0.4 17.2

Ekra Tanmay Chauth ka Barwara 26.03 76.25 298 54 B/4 C3 DCB 24.1 3.6 0.25 Dry at 24.1

Gardwas Chauth ka Barwara 25.99 76.12 280 54 C/1 B1 DW 14.7 6.2 0 Dry at 14.7

Khijoori Chauth ka Barwara 25.87 76.22 255 54 C/1 C2 DW 13.3 3 0.6 Dry at 13.3

Nayagaon Chauth ka Barwara 26.09 76.13 297 54 B/4 B2 DW 7 4 0.2 5.4 Chirawa Khandar 25.79 76.38 214 54 C/5 B3 DW - 3 1.2 8.8

Pacholas Chauth ka Barwara 25.858 76.264 183 54 C/5 A2 DW 9.10 2.5 0.8 Dry at 9.10


Page 183 of 156

ANNEXURE -VI

Water Quality Parameters of Ground Water Samples of Sawai Madhopur District

S.No. Location Lat Long EC TDS pH Na+ K+ Ca++ Mg++ Cl- SO4-- CO3-- HCO3- NO3- F- TH Na% RSC SAR Block

1 Bachhoch 26.481 76.528 3300 1942 8.40 678 4 6 36 411 288 24 866 61 2.96 165 89.64 11.70 22.97 Bamanwas

2 Badh Koyla 26.506 76.617 7300 4380 8.00 1466 7 42 69 1872 211 0 928 48 4.40 390 52.37 7.40 32.28 Bamanwas

3 Batoda 26.359 76.516 550 217 8.20 77 1 24 16 28 24 0 244 1 1.08 125 0.00 1.50 0.00 Bamanwas

4 Liwali 26.550 76.483 6900 4140 8.10 1310 4 30 117 1170 1297 0 439 0 1.52 555 0.00 0.00 0.00 Bamanwas

5 Sitar 26.513 76.585 1830 1016 8.50 322 1 18 35 71 202 24 659 14 3.50 190 78.56 7.80 10.16 Bamanwas

6 Kherli 26.505 76.569 4600 2641 8.00 839 2 22 102 1000 365 0 598 11 2.60 475 79.24 0.30 16.75 Bamanwas

7 Piplai 26.504 76.553 1030 533 7.80 122 1 18 50 156 0 0 366 4 0.54 250 51.36 1.00 3.35 Bamanwas

8 Bamanwas 26.561 76.557 6900 4140 8.20 1276 4 16 136 1134 1278 0 549 0 2.20 600 0.00 0.00 0.00 Bamanwas

9 Barnala 26.561 76.557 1170 702 8.50 228 2 16 9 71 0 24 537 6 4.98 75 0.00 8.10 0.00 Bamanwas

10 Jahara 26.624 76.555 8200 4920 8.10 0 0 0 0 2269 0 0 0 0 0.00 0 0.00 0.00 0.00 Bamanwas

11 Barkheda 26.348 76.194 580 309 8.20 47 1 26 41 43 19 0 244 9 0.44 235 30.13 0.00 1.33 Baunli

12 Ghata 26.377 76.183 2800 1496 8.20 448 2 10 89 560 0 0 720 27 2.88 390 71.30 4.00 9.87 Baunli

13 Khirni 76.335 76.244 1530 954 7.90 185 4 36 75 248 207 0 220 90 0.72 400 49.88 0.00 4.03 Baunli

14 Mamdoli 26.429 76.553 4500 2601 8.10 592 5 34 201 638 865 0 488 23 2.70 910 58.42 0.00 8.54 Baunli

15 Jastana 26.376 76.379 4000 2254 8.20 701 4 34 105 1092 91 0 427 13 2.64 515 74.55 0.00 13.44 Baunli

16 Nimod 26.363 76.415 790 420 8.00 47 4 18 68 57 0 0 403 24 0.76 325 23.58 0.10 1.13 Baunli

17 Shesha 26.241 76.421 2000 1064 7.90 294 3 22 61 142 154 0 757 10 1.28 305 67.47 6.30 7.33 Baunli

18 Malarna Dundar 26.268 76.469 500 266 8.10 36 1 34 21 71 0 0 183 12 0.02 170 31.46 0.00 1.20 Baunli

19 Barsa Bane Singh 26.302 76.145 760 409 8.20 77 1 24 38 43 96 0 244 9 1.34 215 43.53 0.00 2.27 Baunli

20 Bonli 26.330 76.233 5600 3296 8.00 592 147 132 232 993 1066 0 268 37 1.88 1285 46.65 0.00 7.18 Baunli

21 Didwari 26.247 76.276 1000 527 8.20 136 5 34 28 128 0 0 366 14 5.62 200 58.88 2.00 4.17 Baunli

22 Gangwara 26.314 76.206 390 209 8.00 26 4 26 17 50 0 0 159 7 2.24 135 28.93 0.00 0.98 Baunli

23 Kodiyai 26.346 76.318 5900 3499 7.90 678 109 120 272 1489 471 0 415 152 2.10 1420 48.60 0.00 7.83 Baunli

24 Mitrapura 26.442 76.186 1250 688 8.10 172 3 14 57 163 0 0 488 34 1.38 270 57.83 2.60 4.56 Baunli

25 Bhadoti 26.253 76.386 760 386 8.00 74 2 26 35 50 19 0 342 9 2.78 210 42.95 1.40 2.21 Baunli


Page 184 of 156


26 Pipalda 25.929 76.626 1340 748 8.80 280 2 10 11 92 0 60 561 12 4.76 70 89.38 9.80 14.58 Baunli

27 Pipalwara 25.902 76.555 1300 665 8.10 77 4 34 95 213 38 0 354 27 2.22 475 25.87 0.00 1.54 Baunli

28 Aliganj 26.527 76.703 1220 654 8.60 237 1 4 19 71 0 36 549 11 4.43 90 84.98 8.40 10.86 Gangapur City

29 Badh 26.507 76.616 780 387 8.00 66 2 24 49 35 0 0 415 3 0.72 260 35.55 1.60 1.79 Gangapur City

30 UdaiKallan 26.530 76.725 12100 7260 8.20 0 0 0 0 3474 0 0 0 0 0.00 0 0.00 0.00 0.00 Gangapur City

31 Jat Baroda 26.476 76.767 5700 3303 8.20 1069 23 28 102 1113 538 0 854 2 3.50 490 81.72 4.20 21.01 Gangapur City

32 Udai Khurd 26.549 76.785 860 564 8.00 115 4 26 39 71 19 0 366 107 1.98 225 52.08 1.50 3.33 Gangapur City

33 Gangapur City 26.478 76.711 4600 2601 8.10 655 2 40 203 1064 67 0 866 136 1.62 935 60.32 0.00 9.32 Gangapur City

34 Piloda 26.594 76.841 770 373 8.50 74 4 12 45 71 0 24 281 2 0.94 215 42.05 1.10 2.18 Gangapur City

35 Salimpur 26.453 76.743

660 353 8.40 77 2 8 38 71 0 24 244 11 0.98 175 48.48 1.30 2.53 Gangapur City

36 Saloda 26.495 76.747 4500 2503 8.10 609 2 32 208 993 144 0 830 100 1.62 935 58.56 0.00 8.67 Gangapur City

37 Sewa 26.514 76.838 970 525 8.50 154 2 12 27 78 48 24 330 16 0.36 140 70.23 3.40 5.66 Gangapur City

38 Tajpur 26.440 76.753 700 366 8.00 75 2 28 22 50 0 0 366 7 0.72 160 50.00 2.80 2.57 Gangapur City

39 Chulinala 26.340 76.588 540 306 8.10 47 3 44 26 35 0 0 281 11 0.78 215 31.78 0.30 1.39 Gangapur City

41 Raipur 26.585 76.938 1040 542 8.10 163 2 20 26 43 0 0 549 14 1.56 155 69.27 5.90 5.70 Gangapur City

42 Khandep 26.620 76.914 1000 546 8.50 176 2 16 22 50 0 24 488 12 1.38 130 74.27 6.20 6.71 Gangapur City

43 Wajirpur 26.567 76.883 2100 1133 8.40 414 2 4 26 163 48 24 866 20 2.60 115 88.50 12.70 16.79 Gangapur City

44 Badh Maliiyan 26.450 76.750 700 380 8.00 92 1 26 29 57 19 0 293 9 0.80 185 51.87 1.10 2.96

Gangapur City

45 Binega 26.513 76.788 3700 2072 8.40 747 4 14 28 227 365 24 1318 4 3.18 150 91.27 19.40 26.54 Gangapur City

46 Bahrawada Kalan 26.015 76.697 1140 599 8.20 122 4 46 39 106 96 0 366 2 1.08 275 48.62 0.50 3.20 Khandar

47 Bichpuri 26.568 76.423 840 429 8.00 74 4 54 26 64 38 0 330 5 1.26 240 39.56 0.60 2.07 Khandar

48 Naypur 26.094 76.666 1500 792 8.10 126 2 40 86 213 125 0 366 17 1.24 455 37.54 0.00 2.58 Khandar

49 Talawara 26.065 76.632 1500 782 8.20 118 2 80 67 213 96 0 403 5 1.12 475 35.03 0.00 2.36 Khandar

50 Baler 26.074 76.765 2000 1180 8.00 47 10 226 106 106 586 0 256 17 0.80 1000 0.00 0.00 0.00 Khandar


Page 185 of 156


51 Barod 25.956 76.645 950 499 8.40 97 4 16 49 35 106 24 305 16 1.16 240 46.10 1.00 2.71 Khandar

52 Meikalan 25.946 76.571 730 365 8.00 54 2 38 34 78 48 0 220 2 0.98 235 32.96 0.00 1.52 Khandar

53 Padri 25.950 76.668 1620 863 8.20 244 4 30 50 284 19 0 464 1 1.30 280 64.99 2.00 6.33 Khandar

54 Pali 25.852 76.564 1620 901 7.80 120 4 90 78 213 240 0 293 10 1.52 545 32.08 0.00 2.23 Khandar

55 Kushalipura 25.942 76.372 420 230 8.00 29 3 28 22 43 19 0 146 14 0.30 160 27.81 0.00 1.00 Khandar

56 Bahrawada Khurd 25.904 76.505 1730 901 8.40 172 4 40 91 393 58 24 232 2 1.52 475 43.86 0.00 3.44 Khandar

57 Daultpura 25.967 76.517 1500 820 8.50 209 4 12 63 156 154 24 378 9 1.78 290 60.71 1.20 5.34 Khandar

58 Jetpura 25.884 76.517 610 339 8.00 46 2 40 39 113 0 0 183 7 0.62 260 27.39 0.00 1.23 Khandar

59 Khandar 26.016 76.601 2600 1569 8.20 389 14 140 12 340 538 0 268 2 1.10 400 66.93 0.00 8.45 Khandar

60 Lahsora 25.818 76.418 2400 1356 8.00 322 5 76 73 631 173 0 134 9 0.58 490 58.48 0.00 6.32 Khandar

61 Gandawar 25.916 76.616 1650 900 8.00 209 6 30 66 298 154 0 268 4 1.02 345 56.35 0.00 4.90 Khandar

62 Bilopa 26.098 76.708 2200 1227 8.20 414 3 12 35 553 0 0 415 2 0.44 175 83.41 3.30 13.61 Sawai Madhopur

63 Dubbi 26.087 76.382 1020 516 8.10 105 2 26 49 149 38 0 293 1 0.90 265 45.96 0.00 2.80 Sawai Madhopur

64 Jatwarakalan 26.161 76.324 1920 1130 7.80 185 24 88 74 390 322 0 73 10 0.54 525 41.99 0.00 3.51 Sawai Madhopur

65 Sherpur 26.061 76.433 630 347 8.00 54 2 20 39 71 77 0 146 12 0.58 210 35.41 0.00 1.61 Sawai Madhopur

66 SherpurPz 26.038 76.246 320 167 8.20 15 1 30 15 28 0 0 146 5 0.02 135 18.99 0.00 0.55 Sawai Madhopur

67 Sawai Madhopur 25.989 76.371 670 364 8.10 66 1 26 30 128 24 0 146 16 0.02 190 43.01 0.00 2.10

Sawai Madhopur

68 Kundera 26.144 76.464 1800 978 8.20 180 2 58 85 298 192 0 317 4 0.02 495 44.08 0.00 3.53 Sawai Madhopur

69 Padana 26.184 76.434 560 322 8.40 73 2 30 24 43 0 24 232 10 1.24 175 47.25 1.10 2.40 Sawai Madhopur

70 Shyampura 26.017 76.517 1610 839 8.00 87 9 110 67 191 144 0 452 5 0.02 550 25.30 0.00 1.62 Sawai Madhopur

71 Sinoli 26.134 76.301 1580 855 8.40 280 4 14 23 156 67 24 537 18 0.90 130 81.88 7.00 10.70 Sawai Madhopur

72 Soorwal 26.092 76.365 1500 797 7.80 228 5 26 43 269 19 0 403 6 0.66 240 66.76 1.80 6.39 Sawai Madhopur

73 Menpura 26.123 76.365 1220 660 8.00 190 7 24 29 142 67 0 391 6 1.02 180 68.52 2.80 6.15 Sawai Madhopur

74 Raitha Khurd 26.197 76.458 780 420 8.40 90 3 16 35 85 67 24 171 15 0.80 185 50.85 0.00 2.87 Sawai Madhopur

75 Ranthambhor 26.024 76.457 1320 724 8.00 126 5 46 61 220 173 0 183 1 0.02 365 42.50 0.00 2.88 Sawai Madhopur


Page 186 of 156


76 Bhedola 26.084 76.176 650 286 8.20 15 1 48 15 99 0 0 207 5 0.02 180 15.02 0.00 0.48 Chauth Ka Barwara

77 Chauth Ka Barwara 26.038 76.161 360 205 7.80 41 0 30 18 21 0 0 183 2 0.40 150 37.29 0.00 1.46

Chauth Ka Barwara

78 Isarda 26.159 76.033 1220 756 8.10 206 7 58 44 262 67 0 195 14 0.02 325 57.23 0.00 4.96 Chauth Ka Barwara

79 Shiwar 26.207 76.052 5000 2851 8.20 701 4 200 118 1461 269 0 171 13 1.88 985 60.64 0.00 9.72 Chauth Ka Barwara

80 Tapur 26.197 76.107 1600 895 8.10 253 2 34 39 213 144 0 403 9 2.24 245 68.97 1.70 7.03 Chauth Ka Barwara

81 Kushtala 25.967 76.284 940 479 8.00 114 2 24 36 121 14 0 330 3 0.02 210 53.80 1.20 3.42 Chauth Ka Barwara

82 Bhagwatgarh 26.130 76.254 1640 962 8.40 331 4 14 24 163 125 24 537 8 0.02 135 83.67 6.90 12.39 Chauth Ka Barwara

83 Rawajana Chaur 25.906 76.267 1200 716 8.60 234 2 22 11 64 134 24 427 10 1.16 100 83.20 5.80 10.20

Chauth Ka Barwara

84 Bamnawas 26.55 76.561 1750 1138 7.9 250 3.2 60 34.05 277 55 0 472 20 0.7 290 66.73 -

20.61 18.25 Bamanwas

85 Bhadoti 26.253 76.386 3000 1950 7.52 279 7.21 100 158.1 326 720 0 305 62 0.86 900 40.03 -13 4.05 Baunli

86 Bonali 26.354 76.254 2400 1560 8.23 427 0.87 40 58.37 276 523 0 366 34 1.2 340 85.84 -0.8 10.07 Baunli

87 Chann 25.896 76.489 1600 1040 7.58 262 27 36 26.75 128 264 0 354 69 0.74 200 70.84 1.8 8.06 Khandar

88 Hindwar 25.891 76.348 2070 0 7.3 180 1.8 199 39.75 292 138 0 488 91 0.46 400 37.15 -5.2 3.05 Chauth Ka Barwara

89 Khandar1 26.022 76.594 2100 1365 7.56 216 11 76 89.98 312 352 0 256 29 0.44 560 45.01 -7 3.97 Khandar

90 Kushlipura 25.941 76.371 760 0 7.43 51 1.4 61 26.21 44 72 0 232 56 0.18 190.2 29.76 -1.4 1.38 Khandar

91 Malarna Chor 26.306 76.381 1900 1235 8.12 357 2.43 24 38.91 177 464 0 293 24 1.07 220 77.68 0.4 10.47 Baunli

92 Meenapara 26.411 76.62 2000 1300 8.2 340 0.3 40 84.67 227 43 0 744 78 0.9 300 71.12 6.19 8.54 Baunli

93 Moral Tiwara 26.329 76.492 1720 1118 8.35 330 1.2 32 10.94 136 45 24 680 3 1.95 125 84.01 9.2 12.02 Bamanwas

94 Phariya 25.917 76.529 990 0 7.4 56 2.2 77 40.82 65 122 0 317 1.7 1.54 360 25.13 -2 1.28 Khandar

95 Piplai 26.504 76.553 3725 2421 8.5 790 1 80 24.32 412 330 48 1204 22 3.5 300 82.27 14.8 17.65 Bamanwas

96 Ranthambor 26.017 76.458 1000 650 7.9 40 1.09 40 77.82 21 37 0 525 7.26 0.36 420 17.11 0.2 0.85 Sawai Madhopur

97 Sewa 26.525 76.837 1810 1177 7.9 330 1.2 44 21.89 157 30 0 727 75 2.1 200 92.18 5.8 15.82 Gangapur City

98 Surwal 26.088 76.361 1670 0 7.9 161 2.7 65 79.7 101 308 0 451 14 0.37 570 41.51 -2.41 3.16 Sawai Madhopur

99 Tond 26.367 76.397 2000 0 7.6 378 2.9 29 33.47 278 78 0 683 0 1.23 40 79.37 6.99 11.35 Baunli


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100 Gangapur City2 26.483 76.733 5510 3582 7.85 1020 2.3 164 82.69 1180 265 0 1179 70 0.75 750 74.68 4.336 16.21

Gangapur City

101 Bodal 25.933 76.433 1200 780 7.95 20 1.66 84 94.85 140 230 0 244 3.04 0.4 600 6.739 -8 0.36 Khandar

102 Kuagaon 26.573 76.420 788 512.2 7.2 94 5 22 42.56 49.63 23 0 317 105 0.29 230 46.38 0.599 2.70 Bamanwas

103 Riwali 26.593 76.443 688 447.2 7.25 72 1.4 52 24.32 35.45 18 0 378 9 0.37 230 40.34 1.603 2.07 Bamanwas

104 Nawand Kishanpura 26.552 76.477 560 364 7.4 74 3.9 42 3.648 70.9 5 0 183 33 1.1 120 56.33 0.603 2.94 Bamanwas

105 Raneela 26.614 76.610 5990 3894 7.9 900 1.2 120 199.4 1227 562 0 866 57 2.15 1120 63.58 0 11.70 Bamanwas

106 Koyala 26.509 76.604 1065 692.3 8.05 163 6.9 32 21.89 85.08 12 0 439 39 3.01 170 66.48 3.801 5.44 Bamanwas

107 Gujar Badoda 26.475 76.615 3200 2080 7.83 610 3.9 24 55.94 269.4 299 0 1049 70 4.5 290 81.81 11.4 15.58 Bamanwas

108 Abadi Ki Dhani 26.422 76.430 1180 767 7.65 115 1.26 36 68.1 85.08 18 0 573 7 2.38 370 40.23 1.998 2.60 Bamanwas

109 Sancholi 26.390 76.424 5330 3465 7.44 800 2.9 116 172.7 1071 721 0 561 16.8 2.45 1000 63.42 0 11.01 Bamanwas

110 Kodyai 26.354 76.306 1860 1209 7.3 290 3.8 48 51.07 198.5 58 0 732 25 1.37 330 65.33 5.4 6.95 Baunli

111 Basra Banesingh 26.287 76.133 2720 1768 7.42 420 5 76 68.1 390 210 0 708 42 1.82 470 65.73 2.202 8.43 Baunli

112 Googdod 26.371 76.134 580 377 7.73 19 1.8 60 24.32 28.36 11 0 256 38 0.27 250 14.09 0 0.52 Baunli

113 Moran 26.406 76.184 1160 754 7.7 182 3.9 32 26.75 56.72 16 0 525 70 2.31 190 67.01 4.8 5.74 Baunli

114 Bagdoli 26.224 76.182 3650 2373 7.12 680 3.7 92 51.07 623.9 180 0 939 100 1.17 440 76.89 6.603 14.11 Baunli

115 Hindupura 26.245 76.239 1210 786.5 7.9 250 4 12 17.02 49.63 16 0 622 38 7.6 100 83.8 8.198 10.88 Baunli

116 Dhamun Khurd 26.015 76.332 2330 1515 6.91 245 3.9 144 68.1 390 36 0 695 20 0.95 640 45.26 0 4.21

Sawai Madhopur

117 Ekra Tanmay 26.032 76.255 1537 999.1 7.4 325 3.97 32 24.32 113.4 185 0 622 30 1.5 180 79.26 6.6 10.54 Sawai Madhopur

118 Gardwas 25.997 76.125 1090 708.5 7.45 164 3 60 19.46 28.36 91 0 512 40 0.87 230 60.43 3.803 4.71 Chauth Ka Barwara

119 Khijoori 25.875 76.228 2040 1326 7.2 115 2.75 196 85.12 361.6 66 0 622 3 0.62 840 22.89 0 1.73 Chauth Ka Barwara

120 Nayagaon 26.092 76.132 3475 2259 7.68 235 400 84 133.8 517.6 286 0 561 360 1.7 760 28.67 0 3.71 Chauth Ka Barwara

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