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WSP05269
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Last modified
1/26/2010 2:17:37 PM
Creation date
10/12/2006 12:56:42 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8142.400
Description
Trinidad Project - Reports
State
CO
Basin
Arkansas
Water Division
2
Date
4/1/1964
Author
US BOR
Title
US Bureau of Reclamation - Trinidad Irrigation and Flood Control Project - Preliminary Report - Volume I
Water Supply Pro - Doc Type
Report/Study
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<br />O~1821 <br /> <br />. <br /> <br />1921, caused by the najor "funnel"of the Cannon City - Pueblo- <br /> <br /> <br />Colorado Springs rC-Jgion. The Pueblo type of storm on the Purgatoire <br /> <br /> <br />Hiver basin Clbove Trinidnd will be of lesser intensity because of <br /> <br /> <br />the differing geogrc,phical characteristics of the two "rear!. Unlike <br /> <br /> <br />the terrain between C,mon City and Pueblo, the areo. above Trinidad <br /> <br /> <br />is more of the mountain type with very little exposure along the <br /> <br /> <br />"front rl:'.nge." Protection here afforded by the higher elevations <br /> <br /> <br />and the lhaited nccess by air musses from the plains precludes the <br /> <br /> <br />occurrence of storms greatly hI excess of the Pueblo storEI. <br /> <br /> <br />The third general clccss is illustmted by the storm that <br /> <br /> <br />caused the 190L,. flood on the Purgatoh'e River. General rain for <br /> <br /> <br />several days followed by a shorter period of rain of neICeI' cloud- <br /> <br /> <br />burst intensity is the general characteristic of [mch storns, which <br /> <br /> <br />may be wide in extent. The resulting flood, deriv",d from D. pre- <br /> <br /> <br />s".turated watershed, Vlill probnbly create mnx1nwn flood conditions <br /> <br /> <br />in thi[i f.lrc;::t. <br /> <br />. <br /> <br />Flood Analysis <br /> <br /> <br />The Purgatoire Hiver rises at Iln elevc.tion of 13,000 feet <br /> <br /> <br />on the eastern slope of the Sangre de Cristo He.nge, dividine the <br /> <br /> <br />Ark0,nsQs nnd Rio Grcmde basins, and drops to 6,000 feet at Triniclnd <br /> <br /> <br />with an Ilverc.ge fall of about 1/+0 feet per raile. Slopes in the upper <br /> <br /> <br />fourth of the watershed are much greater tlmn this avera'5e, since <br /> <br /> <br />the l""'jor pl"rt of the strear1's fall occurs in this reach. The drain- <br /> <br /> <br />age area averages about 20 miles in \ddth with "-reas of 642 tend 742 <br /> <br /> <br />squQre milf,;s above the Sopris Dara site and Triniunu, respectively. <br /> <br />. <br /> <br />43 <br /> <br />" <br /> <br />
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