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HomeMy WebLinkAboutResidentialWWaterUsage&PeakingFactor1 Wastewater Daily Flow Analysis Upland Way Condominiums Average,Daily Flow No of Units 42 Residents/unit 2.11 Gallons per Capita/day 89 Average Daily Flow 7,887 gpd Peaking Factor Calculations Zoning Acres Units/Acre Density Total (residents/unit) Popoulation R4 2 21 2.11 89 Peaking = Q(max) = 18 +P 0.50 P=Population/thousands = 84/1000=0.089 Factor Q(ave) 4 +P 0.50 Peaking Factor = 4.26 Peak Hour Sewer Demand Average Daily Flow 7,887 gpd 328.6 gph 5.5 gpm Peaking Factor 4.26 •• 'Q"'� z. Peak Hour Sewer Demand 1399.2 gph = : P1e. PE : 23.3 gpm �i •=�S� •C 7/ 187.06 cfh Oct- + v 3.12 cfm 0.052 cfs