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HomeMy WebLinkAbout016 Residential WW Usage & Peaking Factors Wastewater Daily Flow Analysis Salvation Army Average Daily Flow No of Units 1 Residents/unit 152 * Number provided by architect Gallons per Capita/day 0.862 Average Daily Flow 131 gpd Peaking Factor Calculations Zoning Acres Units/Acre Density Total (residents/unit) Popoulation R-O 0.935 1.1 152 152 Peaking = Q(n,ax) = 18 +P 0.50 P =population/thousands= 152/1000 0.152 Factor Qove) 4 + P 0.50 Peaking Factor = 4.19 Peak Hour Sewer Demand Average Daily Flow 131 gpd 5.5 gph 0.1 gpm Peaking Factor 4.19 Peak Hour Sewer Demand 22.9 gph 0.4 gpm 3.06 cfh 0.05 cfm 0.001 cfs a "CHRIS G.; • • Y,.3 U DE 1PR`I e