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WSP04845
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Last modified
1/26/2010 2:15:53 PM
Creation date
10/12/2006 12:41:25 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8271.300
Description
Colorado River Basin Salinity Control Program - General Information and Publications-Reports
Basin
Colorado Mainstem
Water Division
5
Date
4/1/1982
Author
R Johnson S Schumm
Title
Geomorphic and Lithologic Controls of Diffuse-Source Salinity -- Grand Valley - Western Colorado
Water Supply Pro - Doc Type
Report/Study
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<br />..... <br />~ <br />~ <br />~ <br /> <br />Table <br /> <br />5.1 <br /> <br />5.2 <br /> <br />5.3 <br /> <br />5.4 <br /> <br />5.5 <br /> <br />6.1 <br /> <br />6.2 <br /> <br />6.3 <br /> <br />6.4 <br /> <br />6.5 <br /> <br />6.6 <br /> <br />LIST OF TABLES <br /> <br />Measured drainage basin characteristics <br /> <br />Hillslope gradients <br /> <br />Analysis of variance of soil depth for basin <br />divides and basin hillslopes . . . . . <br /> <br />Analysis of variance of soil depth according <br />to lithology: A = basins underlain by shale; <br />B = basins underlain by interbedded shale <br />and sandstone . . . ...... . . . . . <br /> <br />Two-tailed T-test of soil depth for the two sets <br />of basins according to lithology . . . . . . . . <br /> <br />EC of 1:99 sediment:water mixtures and associ- <br />ated equilibrium regression equations: "a" is <br />soil, "b" is weathered bedrock .. ' <br /> <br />Summary of SMC analysis in percent <br /> <br />Analysis of variance of log SMC for soil and <br />weathered bedrock. . . . . . . <br /> <br />Analysis of variance of log SMC for basin cross <br /> <br />sections . . . . . . . . . . . . . . . . . <br /> <br />Analysis of variance of log SMC according to <br />lith010gy: A = basins underlain by shale; <br />B = basins underlain by interbedded shale and <br />sandstone . . . .. ...... . . . . . <br /> <br />Two-tailed T-test of log SMC for the two sets of <br />basins according to lithology. . . . . . . . . <br /> <br />vi <br /> <br />. . . <br /> <br />Page <br /> <br />27 <br /> <br />34 <br /> <br />37 <br /> <br />39 <br /> <br />39 <br /> <br />61 <br /> <br />64 <br /> <br />65 <br /> <br />65 <br /> <br />67 <br /> <br />67 <br /> <br />.. <br />
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