A location where significant evidence of shallow aquifer is found, the presentation is about the study conducted and the strategy going forward for sustainable water management for the layout
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