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WSP09917
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Last modified
1/26/2010 2:56:30 PM
Creation date
10/12/2006 4:01:32 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8143.600.30B
Description
John Martin Reservoir - Other Studies
State
CO
Basin
Arkansas
Water Division
2
Date
10/1/1967
Title
Report on Sedimentation - John Martin Reservoir - Arkansas River Basin Colorado -- Resurvey of September 1966
Water Supply Pro - Doc Type
Report/Study
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<br />J <br /> <br />..\ <br /> <br />2,908 acre-feet. The storage loss is 10.07 percent of the original <br />capacity. Depletion of the flood control pool (above elevation 3,851.00) <br />is 1,421 acre-feet or 0.5 percent. Depletion of the conservation pool <br />is 69,233 acre-feet or 16.4 percent. For the first time since construc- <br />tion the reservoir reached flood control storage in 1965. The highest <br />reservoir elevation to date was 3,856.16 feet. This wason 25 August 1965. <br /> <br />N <br />--J <br />en <br /> <br />- <br />- <br /> <br />b. Sediment deposition in the reservoir for the period Octo- <br />ber 1961 through September 1966, computed from suspended sediment samp- <br />ling, was 16,598 acre-feet, as shown in table 8. Density of 75.7 pounds <br />per cubic foot was used in these computations and allowance was made for <br />consolidation . <br /> <br />c. The density of the most recent sediment deposits, using <br />the eleven sediment samples taken during the resurvey, varied from 41.5 <br />to 74.4 pounds per cubic foot of soil solids. When the samples and <br />readings from the radioisotope density probe are considered, the unit <br />weights range up to 112.0 pounds per cubic foot. The overall density <br />of the sediment deposits is, as expected, greater than the 75.7 pounds <br />per cubic foot originally assumed as the 1nitial density. The _av~rage <br />~f_all deposits may be about 85 pounds per cubic foot. Paragraph 42f <br />recommends. systematic .sa.mpling dUrlng the- next resurvey to obtain fur- <br />ther data for density studies. <br /> <br />d. The size analysis of the deposited sediment shows an esti- <br />mated 3 percent sand, 63 percent silt, and 34 percent clay. Average <br />size analysis of inflows for the most recent period between resurveys <br />indicates approximately 10 percent sand, 71 percent silt, and 19 percent <br />clay. <br /> <br />e. The trap efficiency of the reservoir for the entire period <br />of operation has been 88.8 percent. <br /> <br />f. During the period from October 1951 through September 1966, <br />a total of 5,479 days, the reservoir was dry or operated on an inflow <br />equals outflow basis for 1,790 days or 32.7 percent of the time. <br /> <br />g. The most recent profile shows a definite change between <br />ranges 8B and II, approximately 9-1/2 miles upstream from the dam. <br />The change in profile occurs vertically at about elevation 3,832. It <br />is noteworthy that the reservoir operated at or above that elevation <br />for 48 percent of the time during the latest period between resurveys. <br />This, very possibly, could be the beginning of a delta formation and <br />could also be caused by a change in materials. <br /> <br />h. No indication of adverse sediment deposition is evident at <br />the confluence of the Purgatoire and Arkansas Rivers. The main channel <br />at Range 16 is moving northward and could become a menace to farmlands <br />in the future. <br /> <br />12 <br />
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