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SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. Sthwab <br />Civil Software Design <br />• <br /> <br />Elevation Area <br /> <br />(ac) Capacity <br /> <br />(ac-ft) Discharge Dewater <br />Time <br />(~s) (hrs) <br />4,786.00 0.223 0.448 0.845 <br />4,786.50 0.232 0.562 0.942 <br />4,787.00 0.241 0.680 1.038 <br />4,787.50 0.250 0.803 1.118 <br />4,788.00 0.260 0.931 1.166 Spillway k2 <br />4,788.50 0.265 1.062 2.067 <br />4,789.00 0.269 1.196 13.774 <br />4,789.50 0.274 1.331 29.230 <br />4,790.00 0.279 1.470 49.832 <br />Detailed Discharge Table <br />• <br /> <br /> <br /> <br />Elevation <br />Straight Pipe <br />(ds) <br />Emergency <br />Spillwa cfs <br />y ( ) Combined <br />Total <br /> <br />Discharge <br />(ds) <br />4,783. 80 0. 000 0.000 0.000 <br />4,784. 00 0. 000 0.000 0.000 <br />4,784. 50 (4)>0. 376 0.000 0.375 <br />4,785. OD (6)>0. 651 0.000 0.651 <br />4,785. 50 (6)>0. 748 0.000 0.748 <br />4,786. 00 (S)>0. 845 0.000 0.845 <br />4,786. 50 (6)>0. 942 0.000 0.942 <br />4,787. 00 (6)>1. 036 0.000 1.036 <br />4,787. 50 (6)>3. 118 0.000 1.118 <br />4,786. 00 (6)>1. 168 0.000 1.168 <br />4,788. 50 (6)>1218 0.844 2A67 <br />4,789. 00 (6)>1. 268 12.507 13.774 <br />4,789. 50 (6)>1. 318 27.912 29.230 <br />4,790. 00 (6)>1. 367 48.465 49.832 <br />Filename: PCC-RNSedPond.sc4 <br />ti a-s -6ti <br />Printed 11.28-2000 <br />~ 1 ~QQ <br />