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Design an irrigation channel by Kennedy method to carry 50 m³/s of discharge with base width to depth ratio as 2.5, the critical velocity ratio is 1.1. Assume Kutter's rugosity coefficient as 0.025 and side slope of the channel as 0.5 horizontal to 1 vertical.

Design an irrigation channel by Kennedy method to carry 50 m³/s of discharge with base width to depth ratio as 2.5, the critical velocity ratio is 1.1. Assume Kutter's rugosity coefficient as 0.025 and side slope of the channel as 0.5 horizontal to 1 vertical.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Design an irrigation channel by Kennedy method to carry 50 m³/s of discharge with base width to depth ratio as 2.5, the critical velocity ratio is 1.1. Assume Kutter's rugosity coefficient as 0.025 and side slope of the channel as 0.5 horizontal to 1 vertical.
Transcribed Image Text:Design an irrigation channel by Kennedy method to carry 50 m³/s of discharge with base width to depth ratio as 2.5, the critical velocity ratio is 1.1. Assume Kutter's rugosity coefficient as 0.025 and side slope of the channel as 0.5 horizontal to 1 vertical.
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