Determine the required spacing between pipes in a leachate-collection system using a geonet and the following properties. A Ssume the most conservative design and that all stormwater from a 25-yr, 24-hr storm enters the leachate-collection system. Geonet transmissivity, 0 = 10 cm? /sec. Design storm (25-year, 24-hour) = 8.2 in. Drainage slope = 2% Max imum design hcad on liner = 6 in.

NaOCI pumping rate, Qss = () L/s? (*No unit) Qin = 8000 GPM Cin = 0.0 mg/L Slip Stream Qss = ? L/s Css = 200 mg/L Main service line Qout = 8000 GPM Cout = 4.0 mg/L %3D

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Title: Concentration Calculation Find CLR? () Ib/ft3 (*No unit) QLR = 60.0 ft3/s CLR = ? Ib/ft3 Lodge Run = 100.0 ft/s CRR = 0 Ib/ft3 Qout = 160.0 ft3/s Cout = 150 g/L . New River

Q2: Design a three circular primary sedimentation tanks to achieve a 60% reduction of TSS for a wastewater flow rate (Q) of 175 L/sec and HRT of 2 hrs.

Hand written should be avoided.

Design a slow sand filter system for a community which has a projected population of3000 and an average water consumption of 300 Lpcd. Use Goodrich formula to estimatethe peak flow rates and size the system so that it can produce water at a maximum weeklyrate with on one unit out of service. The design filtration rate is 6 m/d at max daily flow