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SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />18 <br />Perforated Riser <br /> <br />Riser Riser Height <br />ter <br />Di <br />e Barrel Barrel Barrel Slope Number of <br />er <br />Mapping's n Spillway Elev Ho <br />Di <br />e <br />ter <br />(m <br />) <br />(ft) (p <br />) <br />Length (ft) (%) <br />Ele P <br />12.00 13.00 12.00 100.00 3.00 ~ 0.0240 6,755.00 3 <br />Emeroencv Soillwa <br />l Spillway Elev Crest Length Left Right Bottom <br />I (ft) Sideslope Sideslope Width (ft) <br />6,757.80 24.00 2.50:1 2.00:1 16.00 <br />Pond Results: <br />Peak Elevation: 6,758.56 <br />H'graph Detention Tme: 7.41 hrs <br />Pond Model: CSTRS <br />Dewater Tme: 4.62 days <br />Trap Efficiency: 79.54 <br />Dewatering time is ca/cu/ated from peak stage to lowest spillway <br />r~ <br />ICJ <br />Elevation-Capac~-Discharge Table <br /> <br />Elevation Area <br /> <br />(ac) Capacity <br /> <br />(ac-ftj Discharge <br /> <br />(dsj Dewater <br />Tme <br />(ham) <br />6,747.03 0.693 0.000 0.000 Top of $ed. Storage <br />6,747.50 0.704 0.325 0.000 <br />6,748.00 0.716 0.680 0.000 <br />6,748.50 0.728 1.041 0.000 Low hole SPW #1 <br />6,749.00 0.74D 1.408 0.125 35.41* <br />6,749.50 0.752 1.781 0.177 25.45* <br />6,750.00 0.764 2.160 0.440 10.42* <br />6,750.50 0.777 2.545 0.566 8.24* <br />6,751.00 0.789 2.936 1.168 5.70 <br />6,751.50 0.802 3.334 1.462 3.65 <br />6,752.00 0.814 3.738 2.200 2.70 <br />6,752.50 0.827 4.148 2.612 2.10 <br />6,753.00 0.840 4.565 3.457 1.65 <br />6,753.50 0.853 4.988 3.967 1.40 <br />6,754.00 0.866 5.418 5.083 1.15 <br />6,754.50 0.879 5.854 5.753 1.00 <br />6,755.00 0.892 6.297 6.325 1.25 Spillway #1 <br />6,755.50 0.905 6.746 6.838 1.40 <br />Filename: Rev25Pond008new.snA Printed 02-27-2002 <br />