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Irrigation Engineering

Irrigation Engineering
The difference in level between the top of a bank and supply level in a canal, is called

Height of bank
Free board
None of these
Berm

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Irrigation Engineering
In case of a trapezoidal notch fall

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

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Irrigation Engineering
The ratio of the rate of change of discharge of an outlet and parent channel, is known as

Flexibility
Modular limit
Sensitivity
Efficiency

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Irrigation Engineering
The forces, which are considered for the analysis of an elementary profile of a gravity dam under empty reservoir condition, are
i) Water pressure
ii) Self weight
iii) Uplift
iv) Pressure due to earthquake
The correct answer is

(i), (ii), (iii) and (iv)
Only (ii)
(i), (ii) and (iii)
(i), (ii) and (iv)

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Irrigation Engineering
Hydrodynamic pressure due to earthquake acts at a height of

4H/3π above the base
3H/4π below the water surface
3H/4π above the base
4H/3π below the water surface, where H is the depth of water

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Irrigation Engineering
A fall in a canal bed is generally provided, if

None of these
Ground slope exceeds the designed bed slope
Designed bed slope exceeds the ground slope
Ground slope is practically the same as the designed bed slope

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