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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 />The form of the equation is the same for the 50-year frequency and the 100-year frequency; only <br />the coefficients vary. <br /> <br />Colorado River mainstem <br />Downstream of Rifle <br /> <br />for 50-year frequency: k= 74.3, c= 0.706 <br />for 100-year frequency: k= 71.28, c= 0.772 <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 IOO-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 laO-year flow and drainage area, as described by these equations, in graphical <br />form. <br /> <br />II <br />