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Last modified
7/14/2009 5:02:37 PM
Creation date
5/20/2009 3:06:25 PM
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UCREFRP
UCREFRP Catalog Number
9671
Author
Rees, D. E., W. J. Miller and J. A. Ptacek.
Title
Volume 1 Draft Final Report - Ecological and Physical Processes During Spring Peak Flow and Summer Base Flows in the Colorado River.
USFW Year
2003.
USFW - Doc Type
Fort Collins, CO.
Copyright Material
NO
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<br />. Is there a relationship between turbidity produced by summer thunderstorms and standing <br />crop of macroinvertebrates and periphyton? <br /> <br />There were significant relationships between changes in mean daily turbidity and all <br />aspects of periphyton and macroinvertebrate community structure that were statistically <br />analyzed. <br /> <br />· Is there a difference in primary and secondary production between two major habitat <br />types (run and riffle) in the 15-Mile-Reach of the Colorado River? <br /> <br />Periphyton and macro invertebrate standing crop was much greater in habitats with higher <br />current velocities. Aquatic communities in the 15-MR are dynamic and dependent on a <br />variety of physical variables. Attributes of available habitat types result in differences in <br />structure and function of the benthic communities that inhabit them. Evidence from three <br />years of seasonal sampling suggests that periphyton and macroinvertebrate communities <br />exhibit some predictable seasonal change, have specific habitat preferences or <br />requirements, and are also dependant on physical processes. These results suggest that <br />much of the biological variability can be attributed to physical processes that occur after <br />snowmelt runoff. <br /> <br />Discussion <br /> <br />Physical Investigations <br /> <br />Water resource development projects in the Upper Colorado River basin upstream of the 15-MR <br />commenced in the 1920's and by about 1950 approximately 45 percent of the annual streamflow <br />was controlled (Pitlick et aI., 1999). Suspended sediment concentrations at the UCR gages have: <br />not changed appreciably (Pitlick and Wilcock, 2001) as a result of the upstream dam <br />construction in the last 50 years because of the high supply of sediment from the lower elevation <br />portions of the basin that are underlain by highly erodible sedimentary rocks (Iorns, et aI., 1965; <br />Van Steeter and Pitlick, 1998; Liebermann et aI., 1989; Spahr et aI., 2000). <br /> <br />The Clifton Water Treatment Plant site (Clifton Site) was chosen as the location for micro-and <br />meso-scale investigations after reconnaissance of the 15 MR in 1999. This site is representative: <br />of the 15 MR channel characteristics, is approximately 2,200 feet long with a mid-channel bar, <br />large cross-channel riffles and cobble bars. A 2-D hydrodynamic model of the site was <br />constructed from topographic and bathymetric data. The 2-D model output is better than a 1- D <br />model at evaluating meso- and microscale habitat analyses of incipient motion and sediment <br />transport. <br /> <br />Investigation of the relationships between flows, sediment loads and habitat requires that the <br />temporal nature of the relationships be recognized and incorporated. In general terms, the annual <br />hydrograph can be divided into low- and high-flow periods (Figure ES-2). The low-flow periods <br />include late-summer and fall baseflows, as well as the winter base flows that extend from about <br />August to the end of April. The high-flow period includes the rising, peak, and falling limbs of <br />the annual snowmelt hydro graph that usually extends from May to the end of July. <br /> <br />Draft Final Report - 15 Mile Reach Studies <br />Miller Ecological Consultants, Inc. <br /> <br />Page ES-5 <br />October 24, 2003 <br />
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