If Nf, Nd and H are total number flow channels, total number of potent

1.

If N_f, N_d 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. <img src="/_files/images/civil-engineering/soil-mechanics-and-foundation-engineering/35-11.93-1.png">

B. <img src="/_files/images/civil-engineering/soil-mechanics-and-foundation-engineering/35-11.93-2.png">

C. <img src="/_files/images/civil-engineering/soil-mechanics-and-foundation-engineering/35-11.93-3.png">

D. <img src="/_files/images/civil-engineering/soil-mechanics-and-foundation-engineering/35-11.93-4.png">

Answer» D. <img src="/_files/images/civil-engineering/soil-mechanics-and-foundation-engineering/35-11.93-4.png">

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If N_f, N_d 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)

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1.	If N_f, N_d 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.	<img src="/_files/images/civil-engineering/soil-mechanics-and-foundation-engineering/35-11.93-1.png">
B.	<img src="/_files/images/civil-engineering/soil-mechanics-and-foundation-engineering/35-11.93-2.png">
C.	<img src="/_files/images/civil-engineering/soil-mechanics-and-foundation-engineering/35-11.93-3.png">
D.	<img src="/_files/images/civil-engineering/soil-mechanics-and-foundation-engineering/35-11.93-4.png">
Answer» D. <img src="/_files/images/civil-engineering/soil-mechanics-and-foundation-engineering/35-11.93-4.png">