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Last modified
1/26/2010 3:17:42 PM
Creation date
10/12/2006 5:00:35 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
11/1/1973
Title
Report on Sedimentation - John Martin Reservoir - Arkansas River Basin Colorado -- Resurvey of March 1972
Water Supply Pro - Doc Type
Report/Study
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<br />-:::J <br /> <br />- , <br /> <br />}~ <br />','00 <br />c.,) <br />~ <br /> <br />averages of 14 samples taken from range 5 to range 13 is 16 percent clay, <br /> <br />40 percent silt, and 44 percent sando The analysis of these 14 samples, <br /> <br />when divided into channel and overbank, shows a wide differenceo The <br /> <br />channel samples contained 6 percent clay, 23 percent silt, and 71 percent <br /> <br />sand I~hereas the overbank samples contained 26 percent clay, 58 percent <br /> <br />silt, and 16 percent sando <br /> <br />360 To secure samples of the reservoir deposits for size and density <br /> <br />analysis a steel tube was forced into the depositso The depth of the <br />-- <br /> <br />sample depended on the ability of the sampler to penetrate the depositso <br /> <br />M some locations, this was almost to the depth of prior depositiono <br /> <br />Samples secured from the reservoir were taken at locations that would <br /> <br />indicate trends in size distribution for the most recent depositso No <br />'--. <br />attempt.~ made to compare the size distribution of the latest samples <br /> <br />with tllat of prior samples because of the many factors involved in select- <br /> <br />ing comparative samples and conditions of depositiono Grain size and <br /> <br />density of samples at range lines are graphically illustrated on plates <br /> <br />24 and 250 <br /> <br />370 Density and consolidation of reservoir depositso The sediment <br /> <br />retention in John Martin Reservoir is presented in table 80 The effects of <br /> <br />consolidation on the retained sediment were calculated by using the method <br /> <br />described in "Determination of Unit Weight of Sediment for Use in Sediment <br /> <br />Volume Computations," by Carl Ro I-filler, using the Lane and Koelzer values <br /> <br />of initial weight and the coefficient for the type of reservoir having <br /> <br />"considerable drawdown"o The size distribution was taken from represent- <br /> <br />ative samples of the reservoir depositso Table 12 presents the results of <br /> <br />these computations 0 <br /> <br />17 <br />
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