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Entry Properties
Last modified
1/26/2010 4:18:49 PM
Creation date
2/12/2008 2:34:42 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8220.101.10.A
Description
Colorado River - Water Projects - Glen Canyon Dam-Lake Powell - Glen Canyon AMWG
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 />Figure 18. Map showing Glen Canyon and locations of cross-sections that have been measured since 1956 (Grams <br />et aI., 2004, fig. 1). River miles locations are in miles upstream from the present Lees Ferry cableway. <br /> <br /> <br />Glen Canyon Dam .-.,~ \\ <br />'y\ <br />~ ~\ <br />~) <br />//,.14 <br /> <br />;;e:Ch ~8 <br /> <br />,n <br />R'1~~>l:'. <br /> <br />~., ..... Honey Drao".t <br />Fwy S"ale 1!...j ~ <br />'};.~~.'r.... <br />1I"4.c;:-- <br />fLI' Reach 2 <br />~-:.:J! 9:M;e Dr." <br />(~( ~i <br />~ tj <br /> <br />Old Lower 'It~: ~ ~~ 1 <br />Lees Ferry ,yr <br />cableway ( <br />.~ Reacll 3 <br />rl~ne o;l'pOS;:e . \. <br /> <br />'''-~i .''\. <br /> <br /> <br /><\'. ,,,.' I'-\-\'~--~e~~~~~ ~R' <br /> <br />~::;;: .. t. cablew.y ",<; '\!:.,eaCh 4 <br /> <br /> <br />Lees Ferry .cabfe\'/3Y l]nd \\ Reach 5 dJJ' <br /> <br />USGS Gagmg St3tion ff.'-:.1 R .3 > .. ~, Water Holes C.:ffJyr)tl 0 0.5 1 2 Kilamctms <br /> <br />~~:, I I t I I I t l I <br />F"lICff:fel( .....-... .~- '.... ,---.- C.1veCan;'On <br /> <br />J <br /> <br />. <br /> <br /> <br /> <br />Legend <br /> <br />~ eddies:02 <br />.. debris fans <br />- cross sections <br /> <br />River Mile locations <br /> <br />Table 5. Estimates of the average change in fine sediment thickness in Marble and upper Grand Canyons . <br />under various scenarios of seasonal sediment accumulation, relative proportion of accumulation stored in <br />eddies and the main channel, and proportion of the main channel where storage occurs. Bold numbers <br />indicate the most likely scenario for pre-dam seasonal storage of fine sediment. <br /> Seasonal Equivalent Equivalent thickness, in meters, under three assumptions about the <br /> sediment volume, in relative proportion of fine sediment stored in eddies and in the main <br />accumulation, in cubic channel and two assumptions about the proportion of the channel that <br /> metric tons meters' can store fine sedimenF <br /> eddies channel eddies channel eddies channel <br />proportion of the [0.9] [0.9] [0.9] <br />channel that can (0.3) (0.3) (0.3) <br /> store fine <br /> sediment <br /> relative 0.1 0.9 0.5 0.5 0.9 0.1 <br /> proportion <br />stored in eddies <br /> and the main <br /> channel <br />1,000000 640,000 0.02 [0.04] 0.08 [0.02] 0.15 [0.00] <br /> (0.13) (0.07) (0.01) <br />7,000,000 4,460,000 0.11 [0.30] 0.57 [0.17] 1.03 [0.03] <br /> (0.91 ) (0.51) (0.1 0) <br />13,000,000 8,280,000 0.21 [0.56] 1.06 [0.31 ] 1.91 [0.06J <br /> (1.69) (0.94) (0.19) <br />1 assumes bulk specific weight of fine sediment is 1570 kglm3 . <br />2 assumes area of eddies is 3.9 x 106 m2, and area of channel is 14.7 x 106 m2 <br />28 System-wide Changes in the Distribution of Fine Sediment in the Colorado River Corridor... <br />
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