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An irrigation canal is to be designed for a discharge of 40m/s with ground slope of 1.5×10. The bed material has a size of 2mm. Calculate the dimensions of the canal. What would be the dimensions of this canal if it was to be designed on the basis of Kennedy method with C.V.R equal to 0.85. Bazin coefficient 1.5 and the ratio of bed to depth of the canal is the same as obtained above.

An irrigation canal is to be designed for a discharge of 40m/s with ground slope of 1.5×10. The bed material has a size of 2mm. Calculate the dimensions of the canal. What would be the dimensions of this canal if it was to be designed on the basis of Kennedy method with C.V.R equal to 0.85. Bazin coefficient 1.5 and the ratio of bed to depth of the canal is the same as obtained above.

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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An irrigation canal is to be designed for a discharge of 40m³/s with ground slope of 1.5×10. The bed material has a size of 2mm. Calculate the dimensions of the canal. What would be the dimensions of this canal if it was to be designed on the basis of Kennedy method with C.V.R equal to 0.85. Bazin coefficient 1.5 and the ratio of bed to depth of the canal is the same as obtained above.
Transcribed Image Text:An irrigation canal is to be designed for a discharge of 40m³/s with ground slope of 1.5×10. The bed material has a size of 2mm. Calculate the dimensions of the canal. What would be the dimensions of this canal if it was to be designed on the basis of Kennedy method with C.V.R equal to 0.85. Bazin coefficient 1.5 and the ratio of bed to depth of the canal is the same as obtained above.
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