Laserfiche WebLink
SEDCAD 4 for Windows <br />r- ,rinhr 1 QOfi _7nn7 P -1. I C,h u-h <br />11 <br />Initial Pool: 0.24 ac -ft <br />Emergency Spillway <br />• Spillway Elev Crest Length Left Right Bottom <br />(ft) Sideslope Sideslope Width (ft) <br />4.00 6.00 3.00:1 3.00:1 5.00 <br />0 <br />Pond Results: <br />Peak Elevation: 4.23 ft <br />Dewater Time: 0.51 days <br />Dewatering time is calculated from peak stage to lowest soil /way <br />Elevation - Capacity- Discharge Table <br />Elev ation <br />Area <br />(ac) <br />Capacity , - <br />(ac -ft) <br />Dewater <br />Discharge, Time <br />(cfs) (hrs) <br />0.00 <br />0.030 <br />0.000 <br />0.000 <br />0.05 <br />0.030 <br />0.002 <br />0.000 <br />0.10 <br />0.031 <br />0.003 <br />0.000 <br />0.15 <br />0.032 <br />0.005 <br />0.000 <br />0.20 <br />0.032 <br />0.006 <br />0.000 <br />0.25 <br />0.033 <br />0.008 <br />0.000 <br />0.30 <br />0.034 <br />0.010 <br />0.000 <br />0.35 <br />0.034 <br />0.011 <br />0.000 <br />0.40 <br />0.035 <br />0.013 <br />0.000 <br />0.45 <br />0.036 <br />0.015 <br />0.000 <br />0.50 <br />0.037 <br />0.017 <br />0.000 <br />0.55 <br />0.037 <br />0.018 <br />0.000 <br />0.60 <br />0.038 <br />0.020 <br />0.000 <br />0.65 <br />0.039 <br />0.022 <br />0.000 <br />0.70 <br />0.040 <br />0.024 <br />0.000 <br />0.75 <br />0.040 <br />0.026 <br />01000 <br />0.80 <br />0.041 <br />0.028 <br />0.000 <br />0.85 <br />0.042 <br />0.030 <br />0.000 <br />0.90 <br />0.043 <br />0.032 <br />0.000 <br />0.95 <br />0.043 <br />0.035 <br />0.000 <br />1.00 <br />0.044 <br />0.037 <br />0.000 <br />1.05 <br />0.045 <br />0.039 <br />0.000 <br />1.10 <br />0.046 <br />0.041 <br />0.000 <br />1.15 <br />0.046 <br />0.043 <br />0.000 <br />1.20 <br />0.047 <br />0.046 <br />0.000 <br />1.25 <br />0.048 <br />0.048 <br />0.000 <br />Filename: Dewatering model - 25yr concrete outlet 5- 11.sc4 Printed 05 -19 -2011 <br />