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Last modified
11/23/2009 12:58:08 PM
Creation date
10/4/2006 10:23:17 PM
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Template:
Floodplain Documents
County
Statewide
Community
State of Colorado
Stream Name
All
Title
Guidelines for Determining 100-year Flood Flows For Approximate Floodplains in Colorado
Date
1/1/1999
Prepared For
State of Colorado
Prepared By
CWCB
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />5.0 COLORADO RIVER BASIN <br /> <br />DRAFT <br /> <br />DRAFT <br /> <br />DRAFT <br /> <br />Hydrology data from detailed floodplain analyses were obtained and analyzed for the Colorado <br />River basin, The Colorado River basin was divided into subregions that are generally based on <br />major watershed bmmdaries. A description of the various subregions along with the associated <br />regression equation and application criteria are presented below. Figure 1,0, which graphically <br />presents the regional and subregional boundaries for the state, is located in the map pocket at the <br />end of this report. <br /> <br />COL-l: UPPER COLORADO RIVER SUBREGION <br /> <br />This subregion includes the Colorado River mainstem and its tributaries in the watershed areas <br />upstream of and including Glenwood Springs, Streams in this subregion are located to the west of <br />the Continental Divide within Grand County, Summit County, Eagle County, and Pitkin County. <br />Major tributaries in this subregion include the Fraser River, Blue River; Eagle River, and Roaring <br />Fork River, The subregion is bounded as follows: <br /> <br />. On the north by the Colorado River - North Platte River basin divide; <br />. On the east by the Colorado River - South Platte River basin divide; <br />. On the south by the Colorado River - Arkansas River basin divide; <br />. On the southwest by the Colorado River - Gunnison River basin divide; and <br />. On the west/northwest by the Colorado River - Green River basin divide. <br /> <br />The regression equation for this subregion is only valid for natural tributary streams that have <br />drainage areas between 1 mi2 and 950 mil. A detailed study or other hydrologic analysis must be <br />performed for projects involving streams with drainage areas that fall outside of the applicable <br />range. <br /> <br />The equation for subregion COL-l is: <br /> <br />Q == 79.5(A)'714 <br /> <br />Where: <br />A == Drainage Area, square miles (1<A<950) <br />Q = 100 year peak flow, cfs <br /> <br />22 <br />
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