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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Further study of Ohio Creek is suggested due to the influence of local ungaged diversions and short <br />period of record available on any of the three gages located on Ohio Creek. <br /> <br />Table 5.6.3.1 Flood Frequency Analysis Results for Reach 7 - Ohio Creek upstream of the <br />Confluence with the Gunnison River <br /> <br /> Std. Flow (cfs) <br /> Mean Dev. Skew Chance Exceedence <br /> 10% 2% 1% 0.2% <br />Peak 2.753 0.180 -0.600 931 1,155 1,234 1,391 <br />1-Dav 2,691 0.190 -0.600 830 1,042 1,118 1,268 <br />3-Day 2.665 0,190 -0,600 782 981 1,053 1,194 <br />5-Day 2.642 0.190 -0.600 741 931 998 1,133 <br />7 -Dav 2.629 0.190 -0.600 720 903 969 1,099 <br />15-Day 2.572 0.190 -0.700 626 773 823 918 <br />30-Day 2.506 0.200 -0.700 553 690 737 827 <br />60-Day 2.431 0.200 -0.700 465 580 620 696 <br /> <br />\ <br /> <br />31 <br />