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WSP12639
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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 /> <br />. <br /> <br />c <br />5 10000 <br />() <br />UJ <br />Ul <br />a:: <br />UJ <br />Q. <br />Ul <br />a:: <br />~ <br />UJ <br />:lE <br />() <br />ii'i <br />=' <br />() <br />~ <br />UJ- <br /> <br />~ <br />() <br />Ul <br />is <br />Ul <br />=' <br />o <br />UJ <br />z <br />~ <br />~ <br />Ul <br />~ <br /> <br />0015'73 <br /> <br />1000 <br /> <br /> <br />p'.oampeti<>d <br />(May 8. 1921 - Man:1112, 1965) <br /> <br />po.-m perioo <br />(MaldI14.1963-~r30.2()OO <br /> <br />100 <br /> <br />10 <br />o <br /> <br />20 <br /> <br />40 <br /> <br />60 <br /> <br />80 <br /> <br />PERCENTAGE OF TIME EOUALED OR EXCEEDED <br /> <br />Figure 3. Graph showing flow duration curves of the <br />Colorado River at the Lees Ferry gage for the pre-dam <br />and post-dam periods (Topping et aI., 2003). <br /> <br /> 10' <br />. 10. <br />'i <br />~10.1 <br /> Z <br /> 0 <br /> ~ 10.2 <br /> a: <br /> I- <br /> z <br /> ~ 10" <br /> z <br /> 0 <br /> () <br /> 10'. <br /> 10" <br /> 10' <br /> 10. <br /> ~ <br /> ~lO.t <br /> Z <br /> 0 <br /> ~ 10.2 <br /> a: <br /> I- <br /> z <br /> ~ 10" <br /> ~ <br /> () <br /> 10'. <br /> 10" <br /> <br />. <br /> <br />. JULY 21-MAY 31 MEASUREMENTS <br />o JUNE 1 -JULY 20MEASUREMENTS <br /> <br />TOTAL SAND (0.0625-2.0 mm) <br /> <br />... <br /> <br /> <br />o <br /> <br />o <br /> <br />LEES FERRY GAGE <br /> <br />100 1000 <br />DISCHARGE, IN CUBIC METERS PER SECOND <br /> <br />TOTAL SAND (0.0625 - 2.0 mm) <br /> <br /> <br />GRAND CANYON GAGE <br /> <br />100 1000 <br />DI!'>CHAR(,;E IN CUBIC METER!'> PER !'>ECClND <br /> <br />Figure 4. Graphs showing pre-dam sand concentrations <br />as a function of water discharge for the Lees Ferry and <br />Grand Canyon gages. Cross-hatched region overlaying <br />the Grand Canyon gage data indicates the region in <br />concentration-discharge space occupied by the Lees <br />Ferry data. (Topping et aI., 2000b, Fig. 4B). <br /> <br />concentration at any given discharge was 2 <br />orders of magnitude at the Grand Canyon <br />gage, whereas this variation was about half an <br />order of magnitude at Lees Ferry. <br />The relative concentration of fine sedi- <br />ment at the two gages differed between the <br />low-flow and flood-flow seasons. When flows <br />were less than about 250 m3fs, the concentra- <br />tion of sand in suspension was greater at the <br />Lees Ferry gage than at the Grand Canyon <br />gage (Fig. 4). At flows less than about 150 m3f <br />s, the concentration of suspended sand at Lees <br />Ferry was about 2 orders of magnitude more <br />100 than at the Grand Canyon gage. When flows <br />exceeded about 500 m3/s during the rising limb <br />of the annual spring flood, the concentration of <br />suspended sand at the Grand Canyon gage <br />exceeded that at the Lees Ferry gage. The <br />concentration of sand in suspension at the <br />Grand Canyon gage subsequently decreased to <br />approximately equal the concentration of sand <br />in suspension at the Lees Ferry gage. <br />These seasonal differences in concentra- <br />tion imply that there was a 9-mth period <br />between July and the following March when <br />sand accumulated, because more sand was <br />delivered into Marble and upper Grand Can- <br />yons than was exported downstream (Topping <br />et aI., 2000b). This was the period when <br />discharge was mostly less than 250 m3/s. <br />During the spring snowmelt flood between <br />April and June, the amount of sand exported <br />past the Grand Canyon gage was approxi- <br />mately equal to the amount transported past the <br />Lees Ferry gage plus the amount of sand that <br />had accumulated in the reach since the previ- <br />ous July. Decrease in the concentration of <br />sand in transport past the Grand Canyon gage <br />during the spring flood resulted from depletion <br />of the supply that had accumulated during the <br />preceding low-flow season. Thus, fine-sedi- <br />ment deposits between the gages were eroded <br />and exported downstream during the annual <br />spring snowmelt flood. Presumably, the total <br />amount of sand on the bed and along the banks <br />in Marble and upper Grand Canyons was least <br />immediately upon recession of the snowmelt <br /> <br />2.0 Water and Fine-Sediment Fluxes 5 <br />
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