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<br />I <br />I <br /> <br />Table 2 <br /> <br />I <br />I <br /> <br />POINT RAINFALL DEPTHS <br /> <br />I <br />I <br /> <br />Sub-basin <br />Designation <br />(1) <br /> <br />10-Year Freq. <br />l2G-Min. Duration <br />Rainfall <br />(2) <br /> <br />Depth In Inches <br />25-Year Freq. <br />l50-Min. Duration <br />Rainfall <br />(3) <br /> <br />100-Year Freq. <br />l80-Min. Duration <br />Rainfall <br />(4) <br /> <br />I <br />I <br /> <br />Little Dry Creek <br />Lower <br />Middle <br />Upper <br /> <br />Greenwood Gulch <br /> <br />2.35 2.80 3.40 <br />2.52 3.01 3.70 <br />2.59 3.03 3.70 <br />2.52 3.01 3.70 <br />2.44 2.82 3.46 <br />2.44 2.82 3.46 <br />2.59 3.03 3.70 <br />2.59 3.03 3.70 <br />2.65 3.10 3,88 <br />2.70 3.l9 4.00 <br /> <br />Quincy Gulch <br /> <br />Blackmer Gulch <br /> <br />I <br />I <br />I <br /> <br />Prentice Gulch <br /> <br />Willow Creek <br /> <br />Spring Creek <br /> <br />Cook Creek <br /> <br />I <br />I <br />I <br />I <br />I <br /> <br />Rainfall durations shown in the Table 2 headings are the durations used for <br /> <br /> <br />hydro graph analysis as determined from an inspection of some 68 Denver <br /> <br /> <br />area rain storms. The point rainfall amounts taken from the source <br /> <br /> <br />data were reduced by an area correction factor for sub-basins larger <br /> <br /> <br />than five square miles. <br /> <br />I <br />I <br />I <br /> <br />The time rate of accumulation of rainfall depth was also determined <br /> <br /> <br />from the study of Denver area rainstorms. Rainfall accumulation was <br /> <br /> <br />divided into 10-minute increments for each storm duration, and a typical <br /> <br /> <br />storm pattern was determined. The total rainfall amounts for the 10, <br /> <br /> <br />25 and 100-year rains were distributed according to the typical rainfall <br /> <br /> <br />pattern for the development of runoff hydrographs for each sub-basin. <br /> <br />-28- <br />