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FLOOD01153
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Last modified
11/23/2009 1:11:43 PM
Creation date
10/4/2006 9:48:51 PM
Metadata
Fields
Template:
Floodplain Documents
County
Montezuma
Community
Dolores
Stream Name
Upper Dolores River
Title
An Evaluation of the Dolores River at Dolores
Date
9/1/1992
Prepared For
Dolores
Prepared By
US Army Corps of Engineers
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />[, <br /> <br />r. <br /> <br />ANALYSIS OF THE 100-YEAR FLOOD FOR <br />DOLORES RIVER AT DOLORES GAUGE <br /> <br />A backwater study for McPhee Reservoir was completed in July 1974 to estimate <br /> <br />the effect of the reservoir on the Town of Dolores. It was recommended that <br /> <br />the estimated lOO-year flood of 10,000 cfs be used to design flood dikes for <br /> <br />the Town of Dolores that would replace existing dikes and protect the town from <br /> <br />the backwater effects of the reservoir. A flood of 10,000 cfs is the maximum <br /> <br />flood of record that occurred in October 1911. A flood frequency analysis <br /> <br />using the log-Pearson Type III distribution indicated this historical flood had <br /> <br />a 100-year recurrence interval. The analysis used 58 ye~rs of annual maximum <br /> <br />recorded peak flo~s for the Dolores River at the Dolores gauge which was a <br /> <br />mixture of 55 snowmelt flood peaks and 3 rainfall flood pe~ks. <br /> <br />In September 1978,' the Corps of Engineers issued a flood hazard information <br /> <br />report for the Dolores River which estimated the 100-year flood at the Town of <br /> <br />Dolores to be 14,500 cfs. In their analysis, the r~in flood events were <br />- <br />. <br />separated from the snowmelt events and a discharge-frequency curve was <br /> <br />developed for each type of event. A total of 61 snowmelt peaks and 42 rainfall <br /> <br />peaks were used. A curve was drawn by computing the composite probabilities <br />, <br /> <br />using a formula recommended in the Water Resources Council guidelines, <br /> <br />;; <br /> <br />resulting in the estimate of 14,500 cfs. <br /> <br />Randy Peterson of the regional office recently completed a similar flood <br /> <br />frequency analysis for the Dolores River at Dolores that separated rainfall and <br /> <br />snowmelt flood peaks. His analysiS also estimated the 100-year flood to be <br /> <br />14,500 cfs, and is documented in bis memorandum of January 22, 1985 to the <br /> <br />Chief, Water ReSOurces Branch. We recommend that a peak v~lue of 14,500 ft3js <br /> <br />be considered as the IOO-year flood at the Dolores River at Dolores gauge. <br />
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