hm, 0.125 mm, 0.5 mm in a 3 m deep very wide channel with slope of S=0.002.

Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter9: In Situ Stresses
Section: Chapter Questions
Problem 9.6P
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Assume a=2d, and plot the dimensionless concentration profiles C/C, for sediments with 0.016
mm, 0.125 mm, 0.5 mm in a 3 m deep very wide channel with slope of S=0.002.
Transcribed Image Text:Assume a=2d, and plot the dimensionless concentration profiles C/C, for sediments with 0.016 mm, 0.125 mm, 0.5 mm in a 3 m deep very wide channel with slope of S=0.002.
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