Discussion :: Soil Mechanics and Foundation Engineering
-
If Nf, Nd and H are total number flow channels, total number of potential drops and total hydraulic head differences respectively, the discharge q through the complete flow is given by (where K is a constant)
|
A.
q = \(\sqrt{ H}\). \( \frac { Nf } { Nd } \) |
|
B.
q = KH. \( \frac { Nd } { Nf } \) |
|
C.
q = KH .\( \frac { Nf } { Nd } \) |
|
D.
q = KH \(\sqrt{Nf/Nd}\) |
Whatsapp
Facebook
Answer : Option C
Explanation :
No answer description available for this question
Be The First To Comment