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SEDCAD 4 for Windows <br />i Q, h,. -h <br />Dewatering time is calculated from peak stage to lowest spillway <br />Elevation -Capacity -Discharge Table <br />Elevation <br />Area <br />(ac) <br />Capacity <br />(ac -ft) <br />Discharge <br />(cfs) <br />Dewater <br />Time <br />(hm) <br />0.000 <br />5,424.00 <br />0.078 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />5,425.00 <br />0.097 <br />0.087 <br />0.000 <br />5,426.89 <br />0.000 <br />5,426.00 <br />0.118 <br />0.195 <br />0.000 <br />(2)>0.053 <br />0.053 <br />5,426.89 <br />0.138 <br />0.309 <br />0.000 <br />5,428.00 <br />Spillway #2 <br />5,427.00 <br />0.141 <br />0.324 <br />0.053 <br />8.35 <br />1.090 <br />5,427.50 <br />0.155 <br />0.398 <br />0.479 <br />7.65 <br />1.991 <br />5,428.00 <br />0.169 <br />0.479 <br />0.809 <br />2.45 <br />11.512 <br />5,428.50 <br />0.182 <br />0.567 <br />1.090 <br />1.90 <br />5,428.66 <br />0.186 <br />0.597 <br />1.143 <br />1.10 <br />Peak Stage <br />5,428.75 <br />0.188 <br />0.613 <br />1.172 <br />Spillway #1 <br />5,429.00 <br />0.194 <br />0.660 <br />3.240 <br />5,430.00 <br />0.220 <br />0.867 <br />11.512 <br />Detailed Discharge Table <br />Elevation <br />(ft) <br />Emergency <br />Spillway (cfs) <br />Straight Pipe <br />(cfs) <br />Combined <br />Total <br />Discharge <br />(cfs) <br />5,424.00 <br />0.000 <br />0.000 <br />0.000 <br />5,425.00 <br />0.000 <br />0.000 <br />0.000 <br />5,426.00 <br />0.000 <br />0.000 <br />0.000 <br />5,426.89 <br />0.000 <br />0.000 <br />0.000 <br />5,427.00 <br />0.000 <br />(2)>0.053 <br />0.053 <br />5,427.50 <br />0.000 <br />(5)>0.479 <br />0.479 <br />5,428.00 <br />0.000 <br />(5)>0.809 <br />0.809 <br />5,428.50 <br />0.000 <br />(5)>1.090 <br />1.090 <br />5,428.75 <br />0.000 <br />(5)> 1.172 <br />1.172 <br />5,429.00 <br />1.991 <br />(5)>1.249 <br />3.240 <br />5,430.00 <br />9.955 <br />(6)> 1.557 <br />11.512 <br />Filename: SDH -3 Pond Expansion 2015 100 -yr hydrology.sc4 Printed 09-10-2015 <br />