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FLOOD10390 (2)
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Last modified
11/23/2009 12:51:24 PM
Creation date
7/25/2007 10:12:53 AM
Metadata
Fields
Template:
Floodplain Documents
County
Moffat
Community
Craig to Dinosaur National Monument
Stream Name
Yampa River
Title
Floodplain Information Report - Yampa River from Craig to Dinosaur National Monument
Date
4/1/1996
Prepared By
CWCB
Floodplain - Doc Type
Floodplain Report/Masterplan
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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 />3.0 HYDROLOGIC ANALYSIS <br /> <br />3.1 Existing Data <br /> <br />For locations where existing detailed hydrologic analyses were available, those analyses were used <br />to obtain peak 50-year and lOO-year flows. For some other locations, statistical analyses of <br />stream gages provided by the USGS were used to compute the 50-year and 100-year flows. <br /> <br />Published floodplain studies prepared by FEMA for Craig, Colorado provided 50-year and 100- <br />year flows at the upstream limit of this study, above the confluence with Fortification Creek. <br />They also provided flows below that confluence, a short distance downstream. The USGS <br />performed frequency analyses on gage locations at Mayben, near the middle of the study reach, <br />and at Deerlodge Park, at the downstream study limit. In addition, USGS analyses were available <br />for two gages on tributary streams. <br /> <br />3.2 New Hydrologic Information <br /> <br />Hydrologic analyses of the 50-year and 100-year flood flows for the remainder of the hydrologic <br />points along the study reaches of the Yampa River were accomplished by interpolation of the <br />known flow values. The known values and corresponding drainage areas were entered into a <br />curve fitting computer program that selects equations which provide a close description of the <br />plotted curve. The curve fitting program computed the flows at the other hydrologic points on <br />the Yampa River locations by using the drainage areas at each location for which flows needed <br />to be calculated. <br /> <br />The graphical interpretation of the computed flow values on the Yampa River indicated a distinct <br />change in hydrology near the Mayben gage, at the mid-point of the study reach (see Figure 5). <br />For this reason, two separate sets of equation coefficients were obtained to defme the hydrology <br />upstream and downstream of the Mayben gage. The form of the equations for the Yampa River <br />below Craig is: <br /> <br />Q=k* AC <br /> <br />where: <br /> <br />Q = 50-year or 100-year flow; <br />A = drainage area; <br />k = a constant; and <br />c = an exponent <br /> <br />The form of the equation is the same for the entire study reach, but the coefficients are different <br />for the two portions. <br /> <br />10 <br />
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