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SEDCAD 4 for Windows <br />f'-,i,,hf IQ*$% 12-1. 1 th-h <br />Stru <br />SWS Land Flow Condition <br />Horiz. Dist. <br />8. Large gullies, diversions, and low <br />Time (hrs) <br />flowing streams <br />#3 <br />2 Time of Concentration: <br />#4 <br />1 3. Short grass pasture <br />SM <br />6. Grassed waterway <br />2,446.00 <br />8. Large gullies, diversions, and low <br />0.095 <br />flowing streams <br />#4 <br />1 Time of Concentration; <br />#4 <br />2 3. Short grass pasture <br />7-- <br />- <br />8. Large gullies, diversions, and low <br />244.00 <br />flowing streams <br />0.042 <br />8. Large gullies, diversions, and low <br />50.00 <br />flowing streams <br />3.110 <br />8. Large gullies, diversions, and low <br />8.76 <br />flowing streams <br />#4 <br />2 Time of Concentration: <br />#5 <br />1 3. Short grass pasture <br />6. Grassed waterway <br />8. Large gullies, diversions, and low <br />3,64 <br />flowing streams <br />#5 <br />1 Time of Concentration: <br />#S <br />2 3. Short grass pasture <br />150.00 <br />........ .. . . . . <br />6. Grassed waterway <br />9.290 <br />6. Grassed waterway <br />4.71 <br />8. Large gullies, diversions, and low <br />2,124.00 <br />flowing streams <br />#5 <br />2 Time of Concentration: <br />#6 <br />1 3. Short grass pasture <br />12.470 <br />6. Grassed waterway <br />8. Large gullies, diversions, and low <br />flowing streams <br />#6 <br />1 Time of Concentration: <br />Filename: streeter-10yr_24hr.sO <br />• <br />Slope <br />Vert. Dist <br />Horiz. Dist. <br />Velocity <br />Time (hrs) <br />(ft) <br />(ft) <br />(fps) <br />SM <br />138.00 <br />2,446.00 <br />7.120 <br />0.095 <br />0.276 <br />4.10 <br />10.00 <br />244.00 <br />1.610 <br />0.042 <br />4,31 <br />50.00 <br />1,159.00 <br />3.110 <br />0.103 <br />8.76 <br />75.00 <br />856.00 <br />8.870 <br />0.026 <br />0.171 <br />3,64 <br />10.00 <br />275.00 <br />1.520 <br />0.050 <br />9.59 <br />.. .... .... <br />150.00 <br />........ .. . . . . <br />1,564.00 <br />. . ..... ................ ........... ... . . <br />9.290 <br />0.046 <br />4.71 <br />100.00 <br />2,124.00 <br />6.500 <br />0.090 <br />17.28 <br />75.00 <br />434.00 <br />12.470 <br />0.009 <br />0.195 <br />2,97 <br />25.00 <br />842.00 <br />1.370 <br />0.170 <br />11.50 <br />113.00 <br />983.00 <br />5.080 <br />0.053 <br />10.48 <br />188.00 <br />1,794.00 <br />9.710 <br />0.051 <br />0.274 <br />4.10 <br />13.00 <br />317.00 <br />1,620 <br />0.054 <br />10.66 <br />225.00 <br />2,111.00 <br />4.890 <br />0.119 <br />23.89 <br />200-00 <br />837,00 <br />7.330 <br />0.031 <br />1.90 <br />88.00 <br />4,624.00 <br />4.130 <br />0.311 <br />. . ..... ..... . . <br />- - ---------- <br />....... . . . .. .. ..... ... <br />_.....____.- <br />0.515 .......-'.- <br />O.Sis <br />18.57 <br />13.00 <br />70.00 <br />3.440 <br />0.005 <br />30.34 <br />125.00 <br />412.00 <br />8.260 <br />0.013 <br />1 - --- - --------- <br />28.94 <br />-------- -- <br />250.00 <br />864.00 <br />16.130 <br />0.014 <br />0.032 <br />Exh. 7 -SP -42 <br />19 <br />Printed 01-29-2006 <br />Revision Date: 2/1/06 <br />Revision No.: TR -63 <br />