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SCENARIOS <br /> Facility Name 'Collector Trench <br /> (E Redeveloped 1 Outlet 2 Outlet 3 <br /> Downstream Connection 0 0 l0 I <br /> Facility Type [Gravel Trench/Bed I <br /> Run Scenario —I I Precipitation Applied to Facia Quick Trench <br /> P PP Y <br /> _ f EvaeorationApplied to Fac�ity� <br /> �„r� Facility Bottom Elevation(ft) 0 <br /> EiStIPLI <br /> .ra, . Facility Dimensions <br /> Trench Length 750 Outlet Structure <br /> Et nn n,f ,_ <br /> Trench Bottom Width Riser Height(ft) 12 1 <br /> -,_ <br /> ®®O Riser Diameter(in) 12 Effective Total Depth 5 —J <br /> '� ,Bottom slope of Trench 0 01 Riser Type Flat ,I <br /> ----- ------- — Notch Type <br /> N M++oJ Left Side Slope 0 I <br /> Vet Right Side Slope 0 I <br /> �-:.� - <br /> Material <br /> Layers for <br /> Layer1 Thickness(ft) 14 Orifice Diameter Height OMax <br /> Layer 1 porosity 013 I Number (In) (Ft) (cfs) <br /> Layer 2 Thickness(ft) ID —1 1 10 --)0 -.id 0 <br /> '1 Layer 2 porosity 0 2 � J r—=-{ 0 <br /> Ii'ri',1 Layer 3 Thickness(ft) 0 3 10 ---idJ 0 <br /> , Layer 3 porosity la I <br /> Infiltration Trench Volume at Riser Head(acre-ft) .031 <br /> Move Elements- YES J Pond Increment 0.10 -HH <br /> Measured Infiltration Rate('W1v) 0.5 --1 <br /> Infiltration Reduction Factor -.� Show Pond Table (Open Table .J <br /> _ '.J,A _i I <br /> Use Wetted Surface Area(sidewabs) YES -:-I <br /> Total Volume Infillreted(acre-ft) 28.832 Total Volume Through Facibly(acredt) 38.835 <br /> Savex,yl Loadxyl <br /> !1_._I Total Volume Through Riser(acredl) 8.003 Percent Infiltrated 78.27 <br /> X gl <br /> Y TII <br /> I <br /> LOWER PAD --- 1INF IIL,'II RAT IION IN TRENCHES <br />