10.2. Water flows uniformly at a depth of 1.2 m in a̟rectangular canal 3 m wide, laid on a slope of 1 m per 1 000 m. What is the mean shear stress on the sides and bottom of the canal?

Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter15: Braced Cuts
Section: Chapter Questions
Problem 15.6P
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10.2. Water flows uniformly at a depth of 1.2 m in a̟rectangular canal 3 m wide,
laid on a slope of 1 m per 1 000 m. What is the mean shear stress on the sides and
bottom of the canal?
Transcribed Image Text:10.2. Water flows uniformly at a depth of 1.2 m in a̟rectangular canal 3 m wide, laid on a slope of 1 m per 1 000 m. What is the mean shear stress on the sides and bottom of the canal?
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