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iEDCAD 4 for Windows <br />...,..;..n. +°°a e~..we i e..w,en <br />• Structure #10 ~Nu//) <br />East Watershed <br />Structure #3 (Nut/) <br />West Watershed <br />Structure #1 (Pond) <br />Pond E <br />Pond Inputs: <br />Barrel Barrel Entrance Tailwater <br /> Barrel Manning's Spillway <br />Diameter length Loss Dept <br /> Slope {%) n Elev <br />(in) (R) eoeflicient (ft) <br />8.00 50.00 2.00 0.0150 6,027.50 0.90 0.00 <br />*Sediment capacity based on Average Annua/ R of72.0 for 3 year(s) <br />Straight Pioe <br /> <br />Broad-crested Weir <br />Weir Width Spillway Elev <br />(ft) <br />15.00 6,029.50 <br />Pond Results: <br />Structure Detai/; <br />Initial Pool Elev: 6,027.50 <br />Initial Pool: 0.10 ac-R <br />'Sediment Storage: 0.93 ac-ft <br />Dead Space: 0.20 <br />Peak Elevation: 6,029.36 <br />H'graph Detention Time: 2.12 hrs <br />Pond Model: CS"fR5 <br />Dewater Time: 0.81 days <br />Trap Efficiency: 55.53 <br />Dewatering time is calculated from peak stage to lowest spillway <br />• <br />Elevation-Capacity-Discharge Table <br />=filename: Pond E operational 10yr with sed.sc4 <br />7 <br />Printed 08.13-2003 <br />