water balance diagram for a project

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Information about water balance diagram for a project

Published on December 18, 2016

Author: abinrjky

Source: slideshare.net

1. SERVICES OF BUILD ENVIRONMENT PROJECT MBA(CPM) –SECTION A GROUP 2 PROJECT GROUP 1 ABIN BABU ,PUNEET SURI , POORVA RATHORE, Page 1 POORVA RATHORE, MOHIT MISHRA,DEVESHVARMA SERVICES IN PLOT DEVELOPMENT

2. CONTENTS •INTRODUCTION & AUTHORITIES •APPROVAL & BYELAWS •AVAILABLE SERVICES & DETAILING •WATERBALANCE DIAGRAM •ALTERNATIVES & SUGGESIONS Page 2 •ALTERNATIVES & SUGGESIONS

3. INTRODUCTION Page 3

4. INTRODUCTION & AUTHORITIES RESPONSIBLE • Labourers cooperative housing committee,Majhola • Under the Uttar Pradesh Awas Vikas Parishad Page 4 • Under the Uttar Pradesh Awas Vikas Parishad

5. SITE LOCATION Page 5

6. • 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. Page 6 • Phase 1 - 3.76 Acres

7. LANDUSE DETAILS SL NO PARTICULARS AREA IN HA %OF TOTAL 1 Residential 0.8187 53.75 2 Nursery school .0605 3.97 Page 7 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

8. FACILITIES PROVIDED • Park - .2287 HA • Nursery school - .0605 HA • Convenient shops – .0680 HA • Residential - .8187 HA • Roads /Path- .3473 HA Page 8 • Roads /Path- .3473 HA • Sizes of Roads provided 9 m wide 7.5 m wide 12 m wide

9. PLOT DIVISION Plot size (m*m) Type Number of plots 5 m * 12m Residential 39 8 m * 16m Residential 13 9 m * 20m Residential 9 Page 9 10 m *15 m Residential 6 3.57 m * 8.4m EWS 10 4.76 m * 3.4m LIG 10

10. APPROVAL & BYELAWS Page 10

11. 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 Page 11 • HOWEVER, LOCAL MORADABAD BYE LAWS HAVE BEEN CONSIDERED IN THE PROJECT AS WELL. • UTTAR PRADESH JAL NIGAM BYE LAWS.

12. AVAILABLE SERVICES & DETAILING Page 12

13. • Design criteria followed for –Roads –Water supply –Drain Page 13 –Drain –sewage

14. MAJHOLA YOJANA ROAD CROSS SECTION PLAN CROSS SECTION OF ROAD Page 14

15. 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 nigam Rules.  Terminal pressure of 0.60m where two lines meet. Page 15 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.

16. Modified hazen williams formula S=frictional slope ,HL/L the equation can be modified into Page 16 the equation can be modified into

17. 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 Page 17 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

18. WATERBALANCE DIAGRAM Page 18

19. 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 Page 19 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

20. • 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 Page 20 • Use of recycled water = 14125 lpd • Discharge to public sewer (75%)= 40770 lpd • Excess water required=535 lpd

21. AWAAS VIKAS YOGANA DEVELOPMENT 59290 + 535 LPD 54361 LPD 14125 LPD Page 21 STP 40770 LPD

22. ALTERNATIVES & SUGGESIONS Page 22

23. • CHANGES IS STP MODEL • REQUIREMENT OF FIRE SAFETY MEASURES • BITUMEN ROADS Page 23

24. AWAAS VIKAS YOGANA DEVELOPMENT 45165 LPD 40648.5 LPD 30010 LPD SUGGESTED MODEL Page 24 STP(90%) 6573 LPD

25. v park Plot type 1 2 nursery 6 Page 25 v Type 3 Type 4 & 5 shop

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