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~~ <br />1 <br />~~: <br />,~ <br />,l <br />~I <br />r <br />SEDCAD 4 for Windows <br />r~~••..~nr goon o~,.,vi~ ~ c..n~.,+n <br />Structure Detail: <br />Structure #7 (Null <br />Structure #6 Nul! <br />Structure #4 (Null) <br /> <br />Structure #2 (Null) <br /> <br />Structure #1 (Null) <br /> <br />Structure #3 (Null) <br /> <br />Structure #5 (Null] <br /> <br />Structure #8 (Pond) <br />Pond Inputs: <br />Initial Pooi Elev: 1.00 <br />Initial Pool: 0.00 ac-ft <br />Broad-crested Weir <br />Weir Wid[h Spillway Elev <br />(f[) <br />10.00 10.00 <br />5 <br />Perforated Riser <br />Riser Riser Height j Barrei Barrel Barrel slope Number of <br />' <br />Di (m'ter (ft) i Di (m )ter Length (k) s n spitiway Elev Ho <br />(oho) Manning <br />~r <br /> Elev <br />18.00 5.00 18.D0 100.00 8.00 ~ 0.0240 5.00 4 <br />Pond Results: <br />I Peak Elevation: _ _ 10.83 <br />Dewater Time: 2.92 days <br />Dewatering time is calculated from peak stage to lowest spillway <br />Elevation-Capacity-Discharge Table <br />Filename: AGC-PSpond.sc4 <br />Printed 02-03-2006 <br />