Civil Engineering - Irrigation - Discussion
Discussion Forum : Irrigation - Section 2 (Q.No. 30)
30.
For a unique design of a channel by Kennedy's theory
Discussion:
8 comments Page 1 of 1.
CPL said:
6 years ago
If B/D is known then, we can calculate by B=Dx.
Put value in every equation. If only D is known you will only get V. Not Area and Perimeter.
Put value in every equation. If only D is known you will only get V. Not Area and Perimeter.
(1)
Chandu said:
7 years ago
Explain the answer.
Ujjwal mondal said:
7 years ago
I think depth must be known. Right?
Sumit panwar said:
6 years ago
Explain the answer clearly.
Abbas Ali said:
6 years ago
In its design problem, we were assumed "D" value just and then followed the relations.
So, the right option is Depth only.
So, the right option is Depth only.
Ramchandra said:
5 years ago
Yes, it's Only depth.
Rajeev kumar said:
4 years ago
Only depth should be known;
Critical velocity V = 0.55mD^0.64.
Critical velocity V = 0.55mD^0.64.
Manu said:
3 years ago
I think B is the right answer.
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