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<br />I <br />I <br />I <br />I <br />I <br />I <br />II <br />I <br />I <br />,I <br />I <br />I <br />I <br /> <br />I <br />I <br />'I <br />I <br />I <br />I <br />I <br /> <br />5 <br /> <br />The 1973 study used the UD8.FCD guidelines in effect at that time. This rainfall event <br />had a totallOo-year depth of 3.15inches distributed over a 4-hour period with 2.25 <br />Inches of rain occurring during the first hour. <br /> <br />While the two rainfall depths are approximately equal, the current duration of <br /> <br /> <br />rainfall is only half as long, resulting in a more intense rainfall event. This, In <br /> <br /> <br />turn, results In a greater volume of runoff and a higher peak discharge rate. <br /> <br />CUHP. The CUHP uses several parameters associated with the physical character- <br /> <br /> <br />Istics of the watershed to generate a hydrograph from each individua I subbasin <br /> <br /> <br />located within the total watershed. <br /> <br />These parameters include, for each subbasin, Its drainage area in square miles, <br />the length of Its main watercourse in mlles, the length to the center of the area In <br />miles, the slope of the main watercourse in feet per mile, the percentage of the <br />subbasin which is Impervious, Infiltration rates for the pervious portion of the <br />subbasin In inches per hour, and initial losses for both pervious and impervious <br />areas in inches. <br /> <br />The subbasins Included in the Big Dry Creek watershed upstream of the Walnut Creek <br /> <br />confluence with Big Dry Creek are shown in Figure 2. The drainage areas of each of <br /> <br /> <br />these subbasins In square miles and acres are listed in Table 1. <br />