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Irrigation Engineering

Irrigation Engineering
A 6 hours storm had 4 cm of rainfall and the resulting runoff was 2 cm. If<="" div="">

7.5 cm
9.0 cm
6.0 cm
4.5 cm

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

60°
30°
45°
90°

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Irrigation Engineering
When the reservoir is full, the maximum compressive force in a gravity dam is produced

at the heel
at the toe
within the middle third of base
at centre of base

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Irrigation Engineering
If the height of the hydraulic gradient line above the floor of thickness t is h and the specific gravity of the material of the floor is G, the minimum thickness t of the floor downstream of the crest-wall, is given by the equation

t = (h + 1)/(G + t)
t = (h - 1)/(G - t)
t = (h - 1)/(G + t)
t = (h + 1)/G

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Irrigation Engineering
For the upstream face of an earthen dam, the most adverse condition for stability of slope is

sloughing of slope
sudden drawdown
steady seepage
during construction

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Irrigation Engineering
Generally the weir is aligned at right angles to the direction of the main river current because

All of these
It gives better discharging capacity
It is economical
It ensures less length of the weir

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