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Last modified
8/11/2009 11:32:57 AM
Creation date
8/10/2009 4:27:09 PM
Metadata
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UCREFRP
UCREFRP Catalog Number
7920
Author
Van Steeter, M. M., J. Pitlick and B. Cress.
Title
Aerial Photograph/GIS Analysis and Field Studies of the Grand Valley and Ruby-Horsethief Canyon of the Colorado River.
USFW Year
1995.
USFW - Doc Type
\
Copyright Material
NO
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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />28 <br /> <br />Although a low flow year like 1994 generally causes only a small amount of <br />deposition at the mouths of these backwaters, it is still unclear how several <br />consecutive low flow year would affect this habitat. If deposition from <br />consecutive low flow years is additive, it is likely that access to these <br />backwaters would become limited. <br /> <br />EV ALVA TION OF COARSE-SEDIMENT TRANSPORT <br />The channel of the Colorado River in the Grand Valley and Ruby- <br />Horsethief Canyon is formed by gravel- and cobble-sized sediment. Any <br />future recommendations for habitat improvement for endangered fish will <br />need to consider what flows are required to move the coarse substrate of the <br />upper Colorado River. By definition, complex or multi-thread channel <br />reaches are formed because of bank erosion and bar deposition. For either of <br />these processes to occur, the bed material must be in motion, and thus, it is <br />necessary to define the conditions under which sediment transport is <br />initiated. In natural rivers, this task is complicated by effects associated with <br />the variation in sediment properties and bed topography. We have tried to <br />address some of these complications by selecting a number of different sites <br />and using techniques that account for the spatial variability in bed topography <br />and flow. <br />In the absence of direct observations of tagged-particle movement or <br />bed-load transport, the only practical means for estimating the threshold for <br />sediment transport (or critical shear stress, rd is to use an empirical relation. <br />The most common approach is to use Shields' parameter <br /> <br />* 'tc <br />'t = <br />c (Ps - p) g D <br /> <br />(1) <br /> <br />where r*c is the critical dimensionless shear (Shields) stress, Ps and p are the <br />density of sediment and water respectively, g is the gravitational acceleration, <br />
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