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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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i need solutions in 15minutes please

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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