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Last modified
7/14/2009 5:02:36 PM
Creation date
5/22/2009 4:42:48 PM
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UCREFRP
UCREFRP Catalog Number
9520
Author
Haines, G. B., D. Irving and T. Modde.
Title
White River Base Flow Study for Endangered Fishes, Colorado and Utah, 1995-1996.
USFW Year
2004.
USFW - Doc Type
5D,
Copyright Material
NO
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<br />have similar curve break values as wetted perimeter is not surprising because they are governed <br /> <br /> <br />by similar hydraulic dynamics. <br /> <br /> <br />The Instream Flow Council (2002) concluded that wetted perimeter should be considered <br /> <br /> <br />only one component of a recommendation that uses additional analyses, and that it does not <br /> <br /> <br />provide the necessary regime of flows that is critical to riverine ecology. They recommended " <br /> <br /> <br />. . that the flow prescribed be that discharge that covers at least 50% of the wetted perimeter in <br /> <br /> <br />streams that are less than 50 feet wide (and between 60 and 70% in larger streams. . .) or the <br /> <br /> <br />breakpoint on the wetted perimeter discharge relation, which ever is higher." In this study, that <br />flow was 161 cfs. <br /> <br />Fish Passage <br /> <br />Flows >300 cfs are required to pass Colorado pikeminnow over all the riflle transects, <br /> <br />assuming 27 cm is the minimum depth needed. We point out, however, that the transects were <br /> <br />randomly placed across the riflles and were not necessarily placed at the shallowest cross section. <br /> <br />In other words, minimum flows needed for passage might be >300 cfs. The shallowest riflle was <br /> <br />just below Taylor Draw Dam, and three others were between RM 20 and 48. <br /> <br />Uncertainties in Determining Flow Requirements for the White River. <br /> <br />This study had several shortcomings as a basis for determining future flow needs of <br /> <br /> <br />Colorado pikeminnow in the White River. As described in Model Critique, the precision of <br /> <br /> <br />estimates of habitat areas were only rough approximations; estimates.ofriflle wetted perimeter are <br /> <br /> <br />better, but simulated wetted perimeters at discharges <134 cfs are suspect because of <br /> <br /> <br />extrapolation problems. The use of habitat suitability curves developed from Yampa River data <br /> <br />and from White River data collected before Taylor Draw Dam closure are open to various <br /> <br />17 <br />
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