Laserfiche WebLink
SEDCAD 4 for Windows <br /> rnnwrinht 1QQA_7r1f1 Pamala I Crhuuah <br /> 18 <br /> Pond Model: CSTRS <br /> Dewater Time: 0.47 days <br /> Trap Efficiency: 100.00% <br /> Dewatering time is calculated from peak stage to lowest spillway <br /> Elevation-Capacity-Discharge Table <br /> Area Capacity Discharge Dewater <br /> Elevation Time <br /> (ac) (ac-ft) (cfs) (hrs) <br /> 7,348.00 0.031 0.000 0.000 Top of Sed.Storage <br /> 7,349.00 0.074 0.051 0.000 <br /> 7,350.00 0.097 0.136 0.000 <br /> 7,351.00 0.120 0.244 0.000 <br /> 7,352.00 0.140 0.374 0.000 <br /> 7,353.00 0.159 0.523 0.000 <br /> 7,354.00 0.180 0.692 0.000 <br /> 7,355.00 0.201 0.882 0.000 <br /> 7,356.00 0.223 1.094 0.000 Spillway#1 <br /> 7,356.01 0.223 1.097 0.657 11.20 Peak Stage <br /> 7,357.00 0.245 1.328 48.400 <br /> Detailed Discharge Table <br /> Combined <br /> Elevation Emergency Total <br /> (ft) Spillway(cfs) Discharge <br /> (cfs) <br /> 7,348.00 0.000 0.000 <br /> 7,349.00 0.000 0.000 <br /> 7,350.00 0.000 0.000 <br /> 7,351.00 0.000 0.000 <br /> 7,352.00 0.000 0.000 <br /> 7,353.00 0.000 0.000 <br /> 7,354.00 0.000 0.000 <br /> 7,355.00 0.000 0.000 <br /> 7,356.00 0.000 0.000 <br /> 7,357.00 48.400 48.400 <br /> Structure #32(Riprap Channel) <br /> Channel <br /> Trapezoidal Riprap Channel Inputs: <br /> Filename: Prospect Pond 10 Yr 24 Hr Storm Event.sc4 Printed 01-06-2020 <br />