water balance diagram for a project

SERVICES OF BUILD ENVIRONMENT PROJECT

MBA(CPM) –SECTION A GROUP 2PROJECT GROUP 1

ABIN BABU ,PUNEET SURI ,POORVA RATHORE,

POORVA RATHORE,MOHIT MISHRA,DEVESHVARMA

SERVICES IN PLOT DEVELOPMENT

CONTENTS

•INTRODUCTION & AUTHORITIES•APPROVAL & BYELAWS•AVAILABLE SERVICES & DETAILING•WATERBALANCE DIAGRAM•ALTERNATIVES & SUGGESIONS

•ALTERNATIVES & SUGGESIONS

INTRODUCTION

INTRODUCTION & AUTHORITIES RESPONSIBLE• Labourers cooperative housing

committee,Majhola

• Under the Uttar Pradesh Awas Vikas Parishad

• Under the Uttar Pradesh Awas Vikas Parishad

SITE LOCATION

• Based on housing for all to include EWS and LIG housing at Majhola,Moradabad.

• Total Area of the Project is 446.84 Acres.

• Project phase 1 under construction and being considered for the project work.

• Phase 1 - 3.76 Acres

LANDUSE DETAILS

SL NO PARTICULARS AREA IN HA %OFTOTAL

1 Residential 0.8187 53.75

2 Nursery school .0605 3.97

2 Nursery school .0605 3.97

3 Shops .0680 4.47

4 green/ park .2287 15.01

5 Roads /path .3473 22.83

TOTAL 1.5232/3.76 Acres 100

FACILITIES PROVIDED• Park - .2287 HA

• Nursery school - .0605 HA

• Convenient shops – .0680 HA

• Residential - .8187 HA

• Roads /Path- .3473 HA

• Roads /Path- .3473 HA

• Sizes of Roads provided

9 m wide

7.5 m wide

12 m wide

PLOT DIVISIONPlot size (m*m) Type Number of plots

5 m * 12m Residential 39



10 m *15 m Residential 6

3.57 m * 8.4m EWS 10

4.76 m * 3.4m LIG 10

APPROVAL & BYELAWS

BYELAWS ,DESIGN CODES CONSIDERED

• SP 7;NATIONAL BUILDING CODE 2005

• UP BYE LAWS

• BYE LAWS FOR AWAAS VIKAS YOJANA IS NOT UPDATED TILL NOW ON THE WEBSITE.

• HOWEVER, LOCAL MORADABAD BYE LAWS HAVE BEEN CONSIDERED IN

• HOWEVER, LOCAL MORADABAD BYE LAWS HAVE BEEN CONSIDERED IN THE PROJECT AS WELL.

• UTTAR PRADESH JAL NIGAM BYE LAWS.

AVAILABLE SERVICES & DETAILING

• Design criteria followed for

– Roads

– Water supply

– Drain

– Drain

– sewage

MAJHOLA YOJANA ROAD CROSS SECTION PLAN

CROSS SECTION OF ROAD

WATER SUPPLY & DRAIN Based on UP Jal nigam design

criteria.

Individual Scale -155 lpcd

75% of water would be drained through sewers.

Min 1 m head to be kept in all branch lines as based on UP jal nigamRules.

Terminal pressure of 0.60m where two lines meet.

sewers.

Pipe diameter and head loss calulations based on modified Hazen Williams formula.

Value of C for PVC pipes has been taken as 145.

meet.

Peak factor of 3.00 has been taken as contributing population in the area not more than 50000.

Modified hazen williams formula

S=frictional slope ,HL/Lthe equation can be modified into

the equation can be modified into

Distance in m Sectional

population

Total population Discharge per

day

Dia of pipe Type of pipe Loss of

head per

1000 in m

Loss * cr

15 30 30 14.1 100 Pvc

27 30 30 14.10 100 Pvc

25 50 50 23.5 100 Pvc

86 190 250 117.5 100 Pvc 0.38 0.033

27 25 325 152.75 100 Pvc 0.61 0.016

40.50 50 50 23.50 100 Pvc

40.50 50 50 23.50 100 Pvc

47 50 100 47 100 Pvc

41 40 100 47 100 Pvc

38 60 160 75.2 100 Pvc 0.15 0.006

52 90 575 270.25 100 Pvc 1.77 0.092

WATERBALANCE DIAGRAM

SL NO TYPE TYPE OF

USE

NO OF DU

‘S

POPULATION DENSITY EXPECTE

D

POPULAT

ION

WATER

REQUIRE

MENT

TOTAL

CONSPT

N

%FLOW

TO

SEWER

FLOW TO

SEWER

1 5*12 RES 39 2/DU 78 155 LPCD 12090 90 10881

2 8*16 RES 13 3/DU 39 155 LPCD 6045 90 5440

3 9*20 RES 9 4/DU 36 155 LPCD 5580 90 5022

4 10*15 RES 6 4.5/DU 27 155 LPCD 4185 90 3766

5 3.57*8.4 EWS 10 3/DU 30 155 LPCD 4650 90 4185

6 4.76*3.4 LIG 10 2/DU 20 155 LPCD 3100 90 2795

7 NURSERY EDU 605M2 @4SQM/P 152 45 LPCD 6840 90 6156

8 SHOPS MER 680M2 @2SQM/P 226.67 30 LPCD 6800.1 90 6126

SUBTOTAL A 49290 44370

9 GARDEN

@25KL/A

CRE/DAY

0.565AC

RE

25KL/ACRE/DAY 14125L 0 0

SUBTOTAL B 14125 0

10 ADDITION

AL

WATER

USAGE

10000 100 10000

SUBTOTAL C 10000 0

• Grand total =a +b+c =73415 lpd

• Flow to stp =54361 lpd

• Water demand for domestic purposes=59 290 lpd

• Stp influent load =54361 lpd

• Recovery % = 13590.25 lpd

• Use of recycled water = 14125 lpd

• Use of recycled water = 14125 lpd

• Discharge to public sewer (75%)= 40770 lpd

• Excess water required=535 lpd

AWAAS VIKAS YOGANA DEVELOPMENT

59290 + 535 LPD

54361 LPD

14125 LPD

STP

40770 LPD

ALTERNATIVES & SUGGESIONS

• CHANGES IS STP MODEL

• REQUIREMENT OF FIRE SAFETY MEASURES

• BITUMEN ROADS

AWAAS VIKAS YOGANA DEVELOPMENT

45165 LPD

40648.5 LPD

30010 LPD

SUGGESTED MODEL

STP(90%)

6573 LPD

vpark

Plot type 1

2 nursery

6

v

Type 3 Type 4 & 5 shop

water balance diagram for a project

Engineering

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