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Irrigation Engineering

Irrigation Engineering
The downstream expansion head of a guide bank is extended to subtend an angle at the centre, equal to

60°
30°
90°
45°

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Irrigation Engineering
The water face of the guide banks, is protected by

Two man stone pitching
Three man stone pitching
Four man stone pitching
One men stone pitching

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Irrigation Engineering
Presence of tail water in a gravity dam
i) increases the principal stress
ii) decreases the principal stress
iii) increases the shear stress
iv) decreases the shear stress
The correct answer is

(ii) and (iv)
(ii) and (iii)
(i)and(iv)
(i) and (iii)

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Irrigation Engineering
The uplift pressure on the roof of an inverted syphon, is maximum when

Canal is running dry
Canal is running with F.S.L.
Drain is running with H.F.L.
Drain in running dry

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Irrigation Engineering
The minimum size of stone that will remain at rest in a channel of longitudinal slope S and hydraulic mean depth R is given by

15 RS
7RS
4RS
11RS

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Irrigation Engineering
The scour depth D of a river during flood, may be calculated from the Lacey's equation

D = 0.47 (Q/f)1/3
D = 0.47 (Q/f)
D = 0.47 (Q/f)1/2
D = 0.47 (Q/f)2/3

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