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Siphon Tube Length (ft) ---- ---- <br />Manning's n of Siphon ---- ---- <br />S~-hon Inlet Elevation ---- ---- <br />ion Outlet Elevation ---- ---- <br />Emergency Spillway Elevation ---- 6182.8 <br />Crest Length (ft) ---- 10.0 <br />Z:1 (Left and Right) -- -- 2 2 <br />Bottom, width (ft) ---- 4.0 <br />POND RESULTS: <br />Sediment Permanent Dead Sediment <br />Storage* Pool Space Algorithm <br />(ac-ft) <br />---------- <br />- <br />- <br />- (ac-ft) <br />------------ <br />- <br />-- <br />- <br />- <br />-- (o) <br />------------------- <br />- <br />-- <br />- <br />- <br />- <br />- <br />-- <br />-- <br />-- <br />0.00 - <br />- <br />-- <br />- <br />0.04 ---- <br />- <br />- <br />-- <br />----- <br />20.00 CSTRS <br />*Sediment Capacity based on Average Annual R of 22.0 for 1.0 year(s) <br />Runoff Peak Peak Sediment Peak Settleable <br />Volume Discharge Sediment Concentration Concentration <br />(ac-ft) (cfs) (tons) (mg/1) (ml/1) <br />0.11 1.37 7.5 89366 24.20 <br />E-~ 0.00 0.00 0.0 18980 0.00 <br /> Peak Trap Hydrograph <br /> Elevation Efficiency De tention Time <br /> <br />------------ <br />-- <br />-- <br />------ (%) <br />--------------- <br />--------------- (hrs) <br />------------ <br />------------ <br /> - <br />- <br />6182.7 100.00 17.99 <br />24VW 24AA <br />(ml/1) (ml/1) <br />13.71 3.36 <br />0.00 0.00 <br />******************************************************************************* <br />J <br />292 <br />