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Last modified
1/26/2010 4:17:09 PM
Creation date
8/6/2007 1:47:16 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8220.101.10.B
Description
Colorado River - Water Projects - Glen Canyon Dam-Lake Powell - Glen Canyon TWG
State
CO
Basin
Colorado Mainstem
Water Division
5
Date
10/1/2004
Author
Schmidt - Topping - Grams - Hazel
Title
System-Wide Changes in the Distribution of Fine Sediment in the Colorado River Corridor Between Glen Canyon Dam and Bright Angel Creek - Arizona - Final Report - 10-01-04
Water Supply Pro - Doc Type
Report/Study
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<br />of all fine sediment is assumed to have accu- <br />mulated on the bed. Analysis of pre-dam <br />historical photographs, and estimation of the <br />fine-sediment storage potential of eddies, <br />indicates that large fluctuations in sand storage <br />also occurred in eddies, thus indicating that a <br />significant proportion of seasonal storage also <br />occurred there. Thus, it is unlikely that more <br />than 50% of the total fme sediment storage <br />occurred in the channel. It is likely that less <br />than 30% of the channel bed stored significant <br />amounts of sediment. <br />Despite the different patterns of scour and <br />fill, the two gages had similar long-term trends <br />of degradation (Topping et aI., 2000b). There <br />was a small, but progressive, decrease in bed <br />elevation at each gage after each year's snow- <br />melt flood, because the average bed elevation <br />at low flows was never quite as high as that of <br />the previous year. This decrease in bed eleva- <br />tion was progressive between the 1920s and <br />the 1960s (Topping et aI., 2000b). The degra- <br />dation rate was between 2.5 and 3.0 crnlyr for <br />the periods between 1929 and 1944 and be- <br />tween 1945 and 1959, respectively, at the Lees <br />Ferry gage (Fig. 16) and 1.6 crnlyr for the <br />period between 1922 and 1962 at the Grand <br />Canyon gage (Fig. 17). Topping et al. (2000b) <br />argued that progressive degradation was <br />caused by a long-term decrease in the amount <br />600 of fine sediment supplied from the upper <br />I Colorado River basin, rather than a long-term <br />change in flow regime. <br /> <br />002333 <br /> <br />I <br />'~- <br /> <br /> <br />l' 0 <br />.Jr I <br /> <br />150 300 <br />I <br />Meters <br /> <br />main channel (Table 5). The range in esti- <br />mates of bed elevation change depends on how <br />much of the bed is assumed to have stored fine <br />sediment. The smaller value assumes that fine <br />sediment was stored everywhere but in rapids. <br />The larger value assumes that fme sediment <br />was stored in 30% of the main channel. Both <br />predictions are less than was measured at the <br />Lees Ferry and Grand Canyon gages. The only <br />scenarios where annual average bed scour and <br />fill approximate the magnitude measured at the <br />two gages is if30% of the channel is assumed <br />to have stored fine sediment and 50% or more <br /> <br />5.2 Post-Dam Changes of the Bed in Glen Canyon <br /> <br />The bed of the Colorado River within 5 <br />kIn from Glen Canyon Dam began to degrade <br />between 1956 and 1959, soon after the coffer- <br />dam was constructed. There was extensive <br />degradation of pools and riffles within 20 kIn <br />from the dam, caused by the 1965 channel <br />cleaning flow. Subsequently, there was little <br />degradation of riffles, but some pools contin- <br />ued to degrade. The net effect of degradation <br />was the transformation of a sand bed to a gravel <br />bed throughout the 25 kIn of Glen Canyon. <br /> <br />5.0 Changes in the Topography of the Main-Channel Sed 25 <br />
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