3. A wide rectangular sandy channel bed with slope of 0.0002 carries suspended particles with mean Ds = 0.11 mm, and s = 2.65 g/cm3 . The average flow depth of the channel is 2 m. The kinematic viscosity of water is 6 2 1.2 10 m /s − = . Determined the relative concentration of suspended load C/Ca at the water depth of 1 m above the channel bottom. Assume the roughness length a is neglig
3. A wide rectangular sandy channel bed with slope of 0.0002 carries suspended particles with mean Ds = 0.11 mm, and s = 2.65 g/cm3 . The average flow depth of the channel is 2 m. The kinematic viscosity of water is 6 2 1.2 10 m /s − = . Determined the relative concentration of suspended load C/Ca at the water depth of 1 m above the channel bottom. Assume the roughness length a is neglig
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter7: Permeability
Section: Chapter Questions
Problem 7.20P
Related questions
Question
3. A wide rectangular sandy channel bed with slope of 0.0002 carries suspended particles
with mean Ds = 0.11 mm, and s = 2.65 g/cm3
. The average flow depth of the channel is 2 m.
The kinematic viscosity of water is
6 2 1.2 10 m /s −
= . Determined the relative
concentration of suspended load C/Ca at the water depth of 1 m above the channel bottom.
Assume the roughness length a is neglig
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