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SEDCAD 4.0 <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />Spillwa~T-26 <br />Emergency Spillway <br />Spillway Elev Crest Length Left Righ[ Bottom <br />(ft) Sideslope Sideslope Width (ft) <br />7,333.30 20.00 2.00:1 2.00;1 18.00 <br />Detailed Discharge Table <br /> <br /> <br />Elevation <br />Emergency <br />Spillway (cfs) Combined <br />Total <br />Discharge <br />(~) <br />7,333. 00 0.000 O.OOD <br />7,333. 10 0.000 0.000 <br />7,333. 20 0.000 0.000 <br />7,333. 30 0.000 0.000 <br />7,333. 40 0.653 0.653 <br />7,333. 50 1.306 1.306 <br />7,333. 60 1.960 1.960 <br />7,333. 70 2.613 2.613 <br />7,333. 80 3.266 3.266 <br />7,333. 90 17.346 17.346 <br />7,339. 00 22.300 22.300 <br />7,334. 10 29.109 29.109 <br />7,334.20 35.794 35.799 <br />7,339. 30 43.815 43.815 <br />7,334. 40 52.084 52.084 <br />7,334. 50 60.893 60.693 <br />7,339. 60 70.232 70.232 <br />7,339. J0 80.090 80.090 <br />7,334. 80 90.458 90.458 <br />7,334. 90 101.795 101.795 <br />7,335. 00 113.673 113.673 <br />7,335. 10 126.087 126.087 <br />7,335. 20 139.033 139.033 <br />7,335. 30 152.508 152.508 <br />7,335. 40 166.509 166.509 <br />7,335. 50 181.034 161.034 <br />7,335. 60 196.081 196.081 <br />7,335. 70 211.650 211.650 <br />7,335.80 227.739 227.739 <br />SEDCAD Utility Run Printetl 01-18-2002 <br />