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Last modified
7/14/2009 5:02:36 PM
Creation date
5/22/2009 4:42:48 PM
Metadata
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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 />Riffle Productivity <br />Invertebrate production in riffies is greater than other riverine habitats (Brown and <br /> <br />Brussock 1991). In the upper Colorado River basin, riffies in steeper river reaches are capable of <br /> <br />supporting very productive benthic food webs, and these food webs are more stable, complex, <br /> <br /> <br />and productive in upstream reaches associated with cobble substrate (Stanford 1994). Data <br /> <br /> <br />from the Upper Colorado River suggest that primary and secondary production is greatest in the <br /> <br /> <br />upstream, higher gradient reaches with more riffies (Lamarra 1999), which also coincides with <br /> <br /> <br />highest fish densities (Osmundson 1999). Anderson and Irving (1999) pointed out that physical <br /> <br /> <br />conditions that maintain riffies should be preserved, because a strong relationship between stable <br /> <br /> <br />and predictable environment and stability and integrity of the aquatic community, is well <br /> <br /> <br />supported in the literature (Allan 1995, Brown and Brussock 1991, and Brusven et al. 1990). <br /> <br /> <br />Flows between 400 and 500 cfs cover 95% of available surface area for most riffles, and <br /> <br /> <br />this seems to us adequate to provide for near maximum riflle production during the base flow <br /> <br />period. <br />We used two criteria for defining minimum riflle needs for fish. First, we examined riftle <br /> <br />surface area vs. discharge and found, not surprisingly, the same linear relationship as with night <br /> <br />foraging habitat. And second, we examined wetted perimeter vs. discharge and found a curve <br /> <br /> <br />break suggesting more rapid loss in riftle habitat at flows < 161 cfs. It is our opinion that the <br /> <br /> <br />wetted perimeter method is moreinfonnative. As stated in the Model Critique section, the <br /> <br /> <br />physical habitat simulations of habitat areas produced approximations but are not precise. Wetted <br /> <br /> <br />perimeter estimates, on the other hand, required fewer assumptions and are more precise. Similar <br /> <br />curve break flows were found for depth, width, and velocity. That these hydraulic parameters <br /> <br />16 <br />
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