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Description of <br /> INPUT <br /> input <br /> *This Spreadsheet takes into account.5' sediment storage in bottom of Pipe <br /> Interior Pipe 60 Length of Pipe <br /> Diam (In) (ft) 80 <br /> Radius(ft) = 2.5 <br /> Distance down <br /> from center of Depth of flow in X-sectional area Volume <br /> pipe to water pipe (ft) of flow (cf) <br /> surface <br /> 1/ 2.4 -0.4 0.093711Pb 7.497055 <br /> 2.3 -0.3 0.263443447 21.07548 <br /> 2.2 -0.2 0.48098303 38.47864 <br /> 2.1 -0.1 0.73587831 58.87026 <br /> 2 0AM1.°41111111111.11111111011 <br /> 1.9 0.1 0.31275355 25.02028 <br /> 1.8 0.2 0.648947336 51.91579 <br /> 1.7 0.3 1.005927173 80.47417 <br /> 1.6 0.4 1.381481318 110.5185 <br /> 1.5 0.5 1.773713183 141.8971 <br /> 1.4 0.6 2.180959738 174.4768 <br /> 1.3 0.7 2.601736325 208.1389 <br /> 1.2 0.8 3.034697696 242.7758 <br /> 1.1 0.9 3.478609529 278.2888 <br /> 1 1 3.932326977 314.5862 <br /> 0.9 1.1 4.394778096 351.5822 <br /> 0.8 1.2 4.864950732 389.1961 <br /> 0.7 1.3 5.34188193 427.3506 <br /> 0.6 1.4 5.824649212 465.9719 <br /> 0.5 1.5 6.312363236 504.9891 <br /> 0.4 1.6 6.804161517 544.3329 <br /> 0.3 1.7 7.299202929 583.9362 <br /> 0.2 1.8 7.796662806 623.733 <br /> 0.1 1.9 8.295728478 663.6583 <br /> 0 2 8.795595113 703.6476 <br /> -0.1 2.1 9.295461747 743.6369 <br /> -0.2 2.2 9.794527419 783.5622 <br /> -0.3 2.3 10.2919873 823.359 <br /> -0.4 2.4 10.78702871 862.9623 <br /> -0.5 2.5 11.27882699 902.3062 <br /> -0.6 2.6 11.76654101 941.3233 <br /> -0.7 2.7 12.2493083 979.9447 <br /> -0.8 2.8 12.72623949 1018.099 <br />