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SEDCAD 4 for Windows <br />Copyright t998 Pamela J. Schwab <br />Civil Software Design <br />• <br />Structure #3 (Null <br />west dtich upper <br />Structure #4 (Null <br />west ditch lower <br />Structure #1 (Null1 <br />east ditch upper <br />Structure #2 (Null, j <br />east ditch lower <br />Structure #5 (Pond <br />pond <br />Pond Inputs: <br />~• <br />Structure Detai/; <br />Initial Pool Elev: 6,914.00 <br />Initial Pool: 3.16 ac-ft <br />'Sediment Storage: 1.23 ac-ft <br />Dead Space: 20.00 <br />'Sediment capacity based on Average Annual R of 70.0 for 3 year(s) <br />Emeroencv Soillwa <br />Pond Results: <br /> <br />Spillway Elev Crest Length Left - Right Bottom <br />(ft) Sldeslope Sideslope Width (ft) <br />6,914.00 29.00 2.50:1 2.50:1 15.00 <br />Peak Elevation: 6,919.94 <br />H'graph Detention Time: 1.69 hrs <br />Pond Model: CSTRS <br />Dewater Time: 2.28 days <br />Trap Efficiency: 75.47 <br />Dewatering time is calculated from peak stage to lowest spillway <br />Elevation-Capacity-Discharge Table <br /> <br />Filename: Fill 9 Pond 25-yr emer.sc4 Printed 04-25-2001 <br />