Civil Engineering - Irrigation - Discussion
Discussion Forum : Irrigation - Section 2 (Q.No. 16)
16.
Trial procedure of canal design by Kennedy's theory is based upon the equation
Q = A . Y
all the above.
Discussion:
2 comments Page 1 of 1.
Faseeh said:
7 years ago
The correct answer should be Q=AV.
Afnan said:
6 years ago
Its .00155/s in both up side & denominator instead of 8.
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