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Design an irrigation canal from the following data applying Kennedy's theory:- Full supply discharge = 14.16 cumec , Bed slope = %3D 1:5000 Roughness coefficient= 0.0225, Critical velocity ratio = 1 %3D Side slope = 0.5:1

Design an irrigation canal from the following data applying Kennedy's theory:- Full supply discharge = 14.16 cumec , Bed slope = %3D 1:5000 Roughness coefficient= 0.0225, Critical velocity ratio = 1 %3D Side slope = 0.5:1

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Design an irrigation canal from the following data applying Kennedy's theory:- Full supply discharge = 14.16 cumec , Bed slope = %3D 1:5000 Roughness coefficient= 0.0225 , Critical velocity ratio = 1 Side slope = 0.5:1
Transcribed Image Text:Design an irrigation canal from the following data applying Kennedy's theory:- Full supply discharge = 14.16 cumec , Bed slope = %3D 1:5000 Roughness coefficient= 0.0225 , Critical velocity ratio = 1 Side slope = 0.5:1
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