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Irrigation Engineering

Irrigation Engineering
In a concrete canal the approximate permissible velocity of water should not exceed

2 m/sec
1 m/sec
0.5 m/sec
1.5 m/sec

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Irrigation Engineering
In case of a trapezoidal notch fall

All listed here
Top length of the piers should not be less than their thickness
Splay downstream from the notch section is 22½°
Splay upstream from the notch section is 45°

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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

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

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Irrigation Engineering
The ratio of the average load to the installed capacity of the plant whose reserve capacity is zero will be equal to

Load factor
Both load and plant factor
Utilization factor
Plant factor

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Irrigation Engineering
Canals constructed for draining off water from water logged areas, are known

Contour canals
Valley canals
Drains
Inundation canals

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Irrigation Engineering
Unit of runoff in M.K.S. system is

cubic metre
metre/sec
cubic metre/sec
square metre

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