Headworks Sump Design

Design of Headworks Sump:

Kaddem Headworks Sump-

2011 Population-167570

2018 Population=16750*(1.008^7)=17710.81=17711

Sumps are designed for 15 Years i.e. 2033

2033 Population=199677

Prospective Water Demand=100 LPCD*199677=19967700 Liters/Day

Designed for 22 Hours

Therefore=19967700/(22*60)=15127 LPM

Hence,Prospective Population Kaddem Headworks Serves-15127 LPM

Detention time for headworks sump=2.5 Hours=150 Minutes

Therefore Sump capacity required=15127*150=2269050=2269 KL

Provide sump capacity of 2300 KL