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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 />Yampa River <br />Upstream of Maybell: <br /> <br />for 50-year frequency: k= 3027, c= 0.221 <br />for 1 DO-year frequency: k= 7798, c= 0.114 <br /> <br />Yampa River <br />Downstream of Maybell: <br /> <br />for 50-year frequency: k= 17.21, c= 0.855 <br />for 100-year frequency: k= 11.38, c= 0.915 <br /> <br />3.3 Equation Selection Process <br /> <br />The CurveFit computer program analyzes the input data using a library of 25 equations. The <br />output displays the constants and the correlation values for each equation. The best fit equations <br />are chosen based on the correlation value closest to 1.0. For this report an additional step was <br />included in the selection of an equation. Of all the possible equations which fell within a <br />correlation value greater than 0.95, the least complex equation was chosen. The same equation <br />format was selected for both the 50-year and 100-year flow calculations. <br /> <br />3.4 Hydrologic Findings <br /> <br />Table 3 shows the results of this analysis in tabular form. Figure 5 shows the relationship <br />between 50-year or 1 DO-year flow and drainage area, as described by these equations, in graphical <br />form. <br /> <br />11 <br />