Q#4: Design an irrigation channel to carry 35.5cumecs of discharge with B/D ratio as 2.38 The critical velocity ratio is 1.2. Assume a suitable value of kutter’srugosity coefficient and use kennedy’s method? Subject: Irrigation Engineering Note: Write the answer in word format.
Q#4: Design an irrigation channel to carry 35.5cumecs of discharge with B/D ratio as 2.38 The critical velocity ratio is 1.2. Assume a suitable value of kutter’srugosity coefficient and use kennedy’s method? Subject: Irrigation Engineering Note: Write the answer in word format.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Q#4:
Design an irrigation channel to carry 35.5cumecs of discharge with B/D ratio as 2.38
The critical velocity ratio is 1.2. Assume a suitable value of kutter’srugosity coefficient and use kennedy’s method?
Subject: Irrigation Engineering
Note: Write the answer in word format.
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