Laserfiche WebLink
SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />I• <br />Left Right Freeboartl Freeboard Freeboard Limiting <br />Sideslope Sideslope Slope (%) Manning's n Mult <br />x Velocty <br />Ratio Ratio . <br />Depth (ft) % of Depth NxD) (fPs) <br />5.0:1 5.0:1 2.0 0.0300 0.30 5.5 <br />Erodible Channel Results: <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 49.16 cfs <br />Depth: 1.36 ft 1.66 R <br />Top Width: 13.56 ft 16.56 ft <br />Velocity: 5.35 fps <br />X-Sectlon Area: 9.19 sq ft <br />Hydraulic Radius: 0.665 <br />Froude Number: 1.15 <br />Pond Inputs: <br /> Initial Pool Elev: 5,515.80 <br /> Initial Pool: 10.75 ac-R <br /> Emergency Sp illway <br /> <br />• Elev Crest Length Left <br />S <br />illwa Right Bottom <br /> p <br />y <br />(R) Sideslope Sideslope Width (R) <br /> 5,515.80 35.00 3.00:1 0.00:1 10.00 <br />Emeraencv Soillwa <br />Spillway Elev Crest Length LeR Right Bottom <br />(R) Sideslope Sideslope Width (R) <br />5,517.20 35.00 0.00:1 3.00:1 8.00 <br />Pond Results: <br />Peak Elevation: 5,516.75 <br />Dewater Time: 0.95 days <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-R) (~) (hrs) <br />5,510.00 0.000 0.000 0.000 <br />5,510.50 0.320 0.053 0.000 <br />Filename: Pit Sa - 100 yr.srA <br />14 <br />Printed 08-05-2002 <br />