Determine daily average daily maximum

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Reference no: EM131012185

Estimate the capacity of the different components of the following water supply scheme, Conduit I, LLP, TP, HLP, Conduit II, Service Reservoir and Conduit Ill, if the future population is estimated as 30,000 persons with 568 Lpcd and fire fighting capacity of 3875 L/min for 2 hours. If 30% of supplied water is retained within the consumption areas ( as garden water,...) determine daily average, daily maximum and daily minimum of wastewater using both tabulated coefficients and Gift's formula for peaking factor. N.B. Conduit II is taking water directly to the Service Reservoir.

Reference no: EM131012185

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