Problem 1. The design flow for the canal cross section below is 1500 cfs. The maximum allowable depth is 5 ft. If the slope is 6.5 ft/mile, what would be the minimum required bottom width B? Use a Manning's n = 0.019. B 10' 5'

Problem 1. The design flow for the canal cross section below is 1500 cfs. The maximum allowable depth is 5 ft. If the slope is 6.5 ft/mile, what would be the minimum required bottom width B? Use a Manning's n = 0.019. B 10' 5'

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter15: Slope Stability

Section: Chapter Questions

Problem 15.3P

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Question

Problem 1. The design flow for the canal cross section below is 1500 cfs. The maximum
allowable depth is 5 ft. If the slope is 6.5 ft/mile, what would be the minimum required
bottom width B? Use a Manning's n = 0.019.
B
10'
5'

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