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Adarsh Palm Retreat
Water Management strategy
@270 lpcd i.e. Current demand
Parameter
@ current
occupancy
@ full
occupancy
Demand as
rainfall
1129.01
2388.08
Actual rainfall
of 2015
1188.5 1188.5
Sustainability 59.5 -1200
Average
Rainfall
930 930
Sustainability -199 -1458.1
@135 lpcd: Town planning norm
estimate
Parameter
@ current
occupancy
@ full
occupancy
Demand as
rainfall
564.8 1195.05
Actual rainfall
of 2015
1188.5 1188.5
Sustainability 623.6 -6.55
Average
Rainfall
930 930
Sustainability 365.9 -265
Demand as rainfall
Sewage treatment plant
Current capacity 1.35 MLD
Full occupancy population 12750 No.
Total demand at full occupancy 3.4 MLD
Total supply needed 3.4 MLD
Wastewater generated (80%) 2.73 MLD
SOLUTIONS
Parameter (1188.5
mm rain)
@ Current
Occupancy
@ Full
Occupancy
Per Capita
Consumption (LPCD)
284 134
Sustainability 0 0
Parameter (930 mm
rain)
@ Current
Occupancy
@ Full
Occupancy
Per Capita
Consumption (LPCD)
222 105
Sustainability 0 0
Demand
Management goals
Total
Rainfall
(mm)
80% of the
Rainfall (mm)
Capability to
recharge
aquifer
Suggestions
January - June 387.5 310 Fits into the
aquifer
Schedule staggered
withdrawal during
these months and
consume less
July - December 801 640.8 Around 41
mm will flow
out
Withdraw continuously
during the three
months and consume
comfortable
SOLUTIONS
UTILIZATION OF SHALLOW AQUIFER
DO AND LEARN PHASE
• 1 designated lane
• Recharge wells and one
withdrawal well
• Budget ~ Rs. 3-6 Lakh
• Observe: Impact on
seepage, response of APR
residents, water quality
and quantity
• Also roof top rainwater
harvesting by towers
and/or villa
END GAME
• Replicating lane by lane
do and learn phase
model
Name Number of recharge wells
to capture only paved+
unpaved runoff (20 mm)-
Feasible option
Phase 1 133
Phase 2 124
SOLUTIONS

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A water management strategy for Adarsh Palm Retreat

  • 1. Adarsh Palm Retreat Water Management strategy
  • 2. @270 lpcd i.e. Current demand Parameter @ current occupancy @ full occupancy Demand as rainfall 1129.01 2388.08 Actual rainfall of 2015 1188.5 1188.5 Sustainability 59.5 -1200 Average Rainfall 930 930 Sustainability -199 -1458.1 @135 lpcd: Town planning norm estimate Parameter @ current occupancy @ full occupancy Demand as rainfall 564.8 1195.05 Actual rainfall of 2015 1188.5 1188.5 Sustainability 623.6 -6.55 Average Rainfall 930 930 Sustainability 365.9 -265 Demand as rainfall
  • 3. Sewage treatment plant Current capacity 1.35 MLD Full occupancy population 12750 No. Total demand at full occupancy 3.4 MLD Total supply needed 3.4 MLD Wastewater generated (80%) 2.73 MLD
  • 4.
  • 5. SOLUTIONS Parameter (1188.5 mm rain) @ Current Occupancy @ Full Occupancy Per Capita Consumption (LPCD) 284 134 Sustainability 0 0 Parameter (930 mm rain) @ Current Occupancy @ Full Occupancy Per Capita Consumption (LPCD) 222 105 Sustainability 0 0 Demand Management goals
  • 6. Total Rainfall (mm) 80% of the Rainfall (mm) Capability to recharge aquifer Suggestions January - June 387.5 310 Fits into the aquifer Schedule staggered withdrawal during these months and consume less July - December 801 640.8 Around 41 mm will flow out Withdraw continuously during the three months and consume comfortable SOLUTIONS
  • 7. UTILIZATION OF SHALLOW AQUIFER DO AND LEARN PHASE • 1 designated lane • Recharge wells and one withdrawal well • Budget ~ Rs. 3-6 Lakh • Observe: Impact on seepage, response of APR residents, water quality and quantity • Also roof top rainwater harvesting by towers and/or villa END GAME • Replicating lane by lane do and learn phase model Name Number of recharge wells to capture only paved+ unpaved runoff (20 mm)- Feasible option Phase 1 133 Phase 2 124 SOLUTIONS