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Floodplain Information Report Volume 1 Yampa River form Craig to Dinosaur National Monument
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Floodplain Information Report Volume 1 Yampa River form Craig to Dinosaur National Monument
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Last modified
8/2/2012 8:46:56 AM
Creation date
7/26/2012 11:19:17 AM
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Template:
Floodplain Documents
Basin
Yampa/White/Green
Title
Floodplain Information Report Volume 1 Yampa River form Craig to Dinosaur National Monument
Date
3/1/1995
Prepared For
The Recovery Implementaiton Program for Endangered Fish Species in the Upper Colorado River Basin
Prepared By
CWCB
Floodplain - Doc Type
Floodplain Report/Masterplan
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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 />3.4 Hydrologic Findings <br />Table 3 shows the results of this analysis in tabular form. Figure S shows the relationship <br />between 50 -year or 100 -year flow and drainage area, as described by these equations, in graphical <br />form. <br />t <br />t <br />1 11 <br />Yampa River <br />Upstream of Maybell: <br />for 50 -year frequency: <br />k= 3027, c= 0.221 <br />for 100 -year frequency: <br />k= 7798, c= 0.114 <br />Yampa River <br />Downstream of Maybell: <br />for 50 -year frequency: <br />k= 17.21, c= 0.855 <br />for 100 -year frequency: <br />k= 11.38, c= 0.915 <br />3.3 Equation Selection Process <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 />3.4 Hydrologic Findings <br />Table 3 shows the results of this analysis in tabular form. Figure S shows the relationship <br />between 50 -year or 100 -year flow and drainage area, as described by these equations, in graphical <br />form. <br />t <br />t <br />1 11 <br />
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