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SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. Schwab <br />Civil Sohware Design <br />Structure #i ~Nul/) <br />Structure #2 (Null <br />Structure #3 (Pond1 <br />Pond OIS <br />Pond Inputs: <br />Structure Detai/; <br />Initial Pcol Elev: 7,390.00 <br />Initial Pool: 2.41 ac-R <br />"Sediment Storage: 1.21 ac-R <br />Dead Space: 20.00 <br />*Sediment capacity based on Average Annual R of 30.0 for 1 year(s) <br />Drop Inlet <br />Wser Riser Height Barrel Barrel Barrel Slope <br />' <br />Diameter (R) Diameter Length (R) (or°) Manning <br />s n Spillway Elev <br />(in) (in) <br />18.00 5.00 18.00 100.00 5.00 0.0240 7,390.00 <br />U <br />Emergency Spillway <br />Spillway Elev Gest Length LeR Right Bottom <br />(R) Sideslope Sideslope Wdth (R) <br />7,391.80 60.00 2.00:1 5.00:1 10.00 <br />Pond Results: <br />Peak Elevatlon: 7,391.72 <br />H'graph Detention Tme: 0.82 hrs <br />Pond Model: CSTRS <br />Dewater Time: 0.65 days <br />Trap Efficiency: 76.96 <br />Dewatering time is calculated from peak stage to lowest spi/lway <br />Elevation-Capacity-Discharge Table <br /> <br />Filename: Pond15A810yrrev.sc4 <br />Printed OS-24-2000 <br />