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Last modified
8/11/2009 11:32:56 AM
Creation date
8/10/2009 3:41:27 PM
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UCREFRP
UCREFRP Catalog Number
7425
Author
Vandas, S. e. a.
Title
Dolores River Instream Flow Assessment
USFW Year
1990.
USFW - Doc Type
Project Report.
Copyright Material
NO
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<br />Much of the river corridor's scenic beauty <br />stems directly from the spectacular geology of the <br />various canyon segments. The Dolores generally <br />flows from south to north in a deep canyon that is <br />interrupted only where the river crosses Gypsum <br />and Paradox Valleys. A series of anticlinal and <br />synclinal valleys result from a sequence of <br />northwest-trending folds within the area. Forma- <br />tions exposed along the corridor range from the <br />Morrison Formation of Jurassic age to the <br />Moenkopi Formation of Triassic age. The nature <br />of the Dolores Canyon changes significantly <br />downstream from Gypsum Valley. The upper <br />segment (Bradfield Bridge to Disappoinunent <br />Creek) is characterized by an average gradient of <br />24 feet per mile and sloping canyon walls covered <br />with oakbrush, pinyon/juniper and tall ponderosa <br />pines in the uppermost reach. The portion <br />immediately below Gypsum Bridge changes to an <br />average gradient of 11 feet per mile within a <br />deeply-cut, extremely meandering slickrock <br />canyon bearing predominantly pinyon/juniper and <br />cactus-type vegetation on the canyon slopes. This <br />meandering portion of the canyon was identified <br />by BLM as a Wilderness Study Area in 1980 and <br />was later recommended by BLM for actual <br />"wilderness" status. <br />In 1987, the Bureau of Reclamation (USBR) <br />completed construction and filling of McPhee <br /> <br /> <br />Figure 2, Upper Dolores River. <br /> <br /> <br />Figure 3, Confluence with Disappoinunent Creek generally separates upper <br />and lower reaches of Dolores River. <br /> <br />10 <br /> <br />Dam (Figure 5) and <br />Reservoir as part of its <br />Dolores Project, a partici- <br />pating project of the overall <br />Colorado River Storage <br />Project. Storage capacity <br />of the reservoir is 381,000 <br />acre-feet. Water pumped <br />from McPhee will eventu- <br />ally be used primarily for <br />irrigation; municipal and <br />industrial uses will be <br />secondary. Additionally, <br />downstream river releases <br />will provide some fish and <br />wildlife enhancement, as <br />well as recreational <br />opportunities. <br />
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