Laserfiche WebLink
SEDCAD 4 for Windows <br />Copyright 1998 Pamela J Schwab <br />Civil Software Design <br />• <br />Structure #1 (Null <br />Structure #Z (Null) <br />Structure #3 (Pond1 <br />Pond 015 <br />Pond Inputs: <br />Structure Detai/; <br />Initial Pool Elev: 7,390.00 <br />initial Pool: 3.62 ac-ft <br />Emergency Soillwav <br />Spillway Elev Crest Length Left Right Bottom <br />(ft) Sideslope sideslope Width (ft) <br />7,391.80 60.00 2.00:1 5.00:1 10.00 <br />Pond Results: <br />Peak Elevation: 7,392.95 <br />• Dewater Time: 0.89 days <br />Dewatering time is calculated from peak stage to lowest spillway <br />Elevation-Capacity-Discharge Table <br /> <br /> <br />Elevation Area <br /> <br />(ac) Capacity <br /> <br />(ac-ft) Discharge <br /> <br />(~) Dewater <br />Tme <br />(hrs) <br />7,378.00 0.076 0.000 0.000 <br />7,378.50 0.090 0.042 0.000 <br />7,379.00 0.105 0.090 0.000 <br />7,379.50 0.121 0.147 0.000 <br />7,380.00 0.138 0.211 0.000 <br />7,380.50 0.153 0.284 0.000 <br />7,381.D0 0.169 0.365 0.000 <br />7,381.50 0.186 0.454 0.000 <br />7,382.00 0.204 0.551 0.000 <br />7,382.50 0.223 0.658 0.000 <br />7,383.00 0.243 0.774 0.000 <br />7,383.50 0.264 0.901 0.000 <br />7,384.00 0.286 1.039 0.000 <br />7,384.50 0.310 1.188 0.000 <br />Filename: Pond15AB25yrrev.sc4 <br />Printed 05-24-2000 <br />