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<br />. <br /> <br />.) <br /> <br />. <br /> <br />DRAFT SOUTH PLAITERIVER TRIBUTARIES HYDROLOGY REPORT <br /> <br />FOUR MILE CREEK, HORSE CREEK, WEST CREEK, AND TROUT CREEK <br /> <br />Table 1 <br />2-Hour Rainfall Depths and Distribution <br /> <br />MINUTES 10-YEAR 25-YEAR SO-YEAR 100-YEAR SOO-YEAR <br />0 0.00 0.00 0.00 0.00 0.00 <br />5 0.03 0.02 0.02 0.02 0.03 <br />10 0.07 0,08 0.09 0.08 0.10 <br />15 0.18 0.15 0.17 0.18 0.22 <br />20 0.36 0.28 0.32 0.34 0.43 <br />25 0.68 0,51 0.58 0.63 0.79 <br />30 0.83 0.91 1.03 1.14 1.43 <br />35 0.90 1,10 1.24 1.43 1.79 <br />40 0.96 1.22 1.38 1.59 1.99 <br />45 1.00 1.30 1.47 1.72 2.15 <br />50 1.04 1..38 1.56 1.82 2.28 <br />55 1.08 1..43 1.62 1.90 2.38 <br />60 1.12 1..48 1.68 1.98 2.49 <br />65 1.16 1..53 1.73 2.07 2.59 <br />70 1.20 1..57 1.78 2.11 2.64 <br />75 1.24 1..60 1.82 2.15 2.69 <br />80 1.28 1..63 1.85 2.17 2.72 <br />85 1.30 1..66 1.88 2.20 2.76 <br />90 1.32 1..68 1.91 2.22 2.79 <br />95 1.35 1..71 1.93 2.25 2,.82 <br />100 1.37 1..73 1.96 2.27 2.85 <br />105 1.40 1..75 1.98 2.30 2.88 <br />110 1.42 1..77 2.01 2.32 2.91 <br />115 1.44 1..79 2.03 2.35 2.94 <br />120 1.46 1..81 2.06 2.37 2.97 <br /> <br />UDFCD criteria states that a 6-hour d(:sign storm event should be used for drainage basin <br />areas of 20 square miles or more. See Appendix A. In addition, the USGS selected this <br />storm duration for modeling they completed for the tributary drainage areas within the <br />Hayman Fire Area. Therefore, the 6.,hour storm event was also selected for the Horse, <br />West, and Trout Creek drainage basins. <br /> <br />Rainfall depths for the 6-hour design storm event were obtained from the NOAA Atlas <br />for the 10-,25-,50-, and 100-year recurrence intervals. See Appendix A. To obtain the <br />50o-year rainfall depth, the procedures: outlined the in the NOAA Atlas were used. The <br />storm distribution of the 6-hour rainfall depth was acquired from the USGS. Table 2 <br />summarizes the 6-hour design storm. <br /> <br /> <br />Page 6 <br />