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SEDCAD 4.0 <br />Copyright 1999 Pamela J. Schwab <br />Civil Software Design <br />Spillway T-30 <br />Emergency Sg_illway <br />Spillway Elev Cres[ Length Left Right Bottom <br />(ft) Sideslope ' Sideslope Width (R) <br />7,674.00 20.00 2.00:1 2.00:1 18.00 <br />Detailed Discharge Table <br /> <br /> <br />Elevation <br />Emergency <br />5 iliwa cfs <br />P Y ( ) Combined <br />Total <br /> <br />Discharge <br />(~) <br />7,673.00 0.000 0.000 <br />7,673.10 0.000 0.000 <br />7,673.20 0.000 0.000 <br />7,673.30 0.000 0.000 <br />7,673.40 0.000 0.000 <br />7,673.50 O.ODO 0.000 <br />7,673.60 0.000 0.000 <br />7,673.70 0.000 0.000 <br />7,673.80 0.000 0.000 <br />7,673.90 0.000 0.000 <br />7,674.00 0.000 0.000 <br />7,674.20 0.653 0.653 <br />7,674.20 1.306 1.306 <br />7,674.30 1.96D 1.960 <br />7,674.40 2.613 2.613 <br />7,674.50 3.266 3.266 <br />7,674.60 17.346 17.346 <br />- 7,674.70 22.300 22.300 <br />7,674.80 29.109 29.109 <br />7,679.90 35.794 35.794 <br />7,675.00 43.815 93.815 <br />7,675.10 52.084 52.084 <br />7,675.20 60.893 60.893 <br />7,675.30 70.232 70.232 <br />7,675.40 8D.090 80.090 <br />7,675.50 90.458 90.458 <br />7,675.60 101.795 101.795 <br />7,675.70 ~ 113.673 113.673 <br />7,675.80 126.087 126.087 <br />SEDCAD Utility Run Printed 01-18-2002 <br />