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Hvdroloav Results <br /> <br />Peak Discharge <br />10-year, 24-hour event: 4.51 cfs <br />Ditch Design <br />CD-1 was designed using Manning's Equation for Open Channel <br />Flow and the results are summarized in Figure 2, Sediment <br />Collection Ditches - Design Detail. <br />Collection Ditch No. 2 (CD-2) <br />Hvdroloav Inputs <br />All hydrology inputs for Collection Ditch CD-2 are shown on Table <br />13, SEDCAD+ Version 3, Collection Ditch CD-2. <br /> <br />Hvdroloav Results <br />Peak Discharge <br />10-year, 24-hour event: 1.6 cfs <br />Ditch Design <br />CD-2 was designed using Manning's Equation for open channel flow <br />and results are summarized in Figure 2. Sediment Collection Ditches <br />- Design Detail. <br /> <br />C\WORI(\PIO\l6PA6QtR q.REV <br />M~15~9) Sam <br />97R <br />Revised - April 1993 <br />