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Program output ].fists all the input parameters and the <br />calculated parameters, which are: <br />10-ye~ir peak rainfall intensity to saturate, • <br />Runoff' in inches, 10-yr-24-hr, <br />Runoff' in acre-Feet, 10-yr-24-hr, <br />Peak flow in cubic feet per second. <br />These print-outs have the heading "RUNOFF" for each drainage <br />basin. For oF~en channel flow calculations, the program <br />calls for the following parameters: <br />Channel shape, trapezoidal parabolic, ~ circular, <br />Dimen:.ions, depth, top, and bottom, or, diameter, <br />Slope, feet drop per foot run, <br />Length., feet, <br />Mann ings Number, roughness coefficient. <br />The program then calculates the maximum full flow . <br />,( characteristics of the channel. This maximum flow is not <br />the design flow. The design flow is the total runoff <br />thatwill influence the channel as calculated previously. <br />The program then prints the input parameters as well as the <br />following calculated values: <br />Wetted Perimeter, feet, <br />Hydraulic Radius, feet, <br />Veloeity, feet per second, <br />Time through channel, minutes. <br />The program then asks for any new design parameters. These <br />could be: <br />Depth of flow, feet, <br />Velocity of flow, feet per second, . <br />Flow, cubic feet per second, <br />Mannings Number, roughness coefficient. <br />24 <br />