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Irrigation Engineering

Irrigation Engineering
Wetted perimeter of a regime channel for a discharge of 64 cumecs as per Lacey’s theory will be

19m
38m
91m
15m

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Irrigation Engineering
If d1 is the depth of cutting, d2 is the height of the bank from bed level r2 : 1 and r1 : 1 are the slopes in filling and cutting respectively, the horizontal distance n between the bed and bank, is

x = r2 d2
x = d1 / r1
x = r1 d1
x = d2 / r2

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Irrigation Engineering
In case of a trapezoidal notch fall

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

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Irrigation Engineering
In a chute spillway, the flow is usually

uniform
critical
subcritical
super critical

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Irrigation Engineering
According to Bligh's creep theory, percolating water flows along

None of these
Circular path under the foundation of the dam
The outline of the base of the foundation of the dam
Straight path under the foundation of the dam

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Irrigation Engineering
Cross regulators in main canals are provided

To overflow excessive flow water
To regulate water supply in the distributaries
None of these
To increase water head upstream when a main canal is running with low supplies

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