Discussion :: Irrigation
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Trial procedure of canal design by Kennedy's theory is based upon the equation
A.
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B.
V =\(\frac { 23+1/N+0.00155/8} { 1+(23+0.00155/s)N/\sqrt{R} } \).\(\sqrt{RS}\) |
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C.
V =\(\frac { 23+1/N+0.00155/8} { 1+(23+0.00155/s)N/\sqrt{R} } \).\(\sqrt{RS}\) |
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D.
all the above |
Answer : Option D
Explanation :
No answer description available for this question.
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