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Irrigation Engineering

Irrigation Engineering
A fall which maintains its depth, is

All listed here
A trapezoidal notch fall
A rectangular notch fall
A low weir fall

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Irrigation Engineering
Solution of Laplacian equation in three dimensions d²φ/dx² + d²φ/dy² + d²φ/dz² = 0 of water in a syphon, is done by

Analytical method
Method of relaxation
Khosla's method
Unwin's method

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Irrigation Engineering
The most suitable location of a canal head work, is

Boulders stage of the river
Trough stage of the river
Rock stage of the river
Delta stage of the river

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Irrigation Engineering
A deficit of sediments in flowing water may cause a river

Sub-critical type
Aggrading type
Degrading type
Meandering type

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Irrigation Engineering
The flow of water after spilling over the weir crest in chute spillway and side channel spillway respectively are

At right angle to weir crest in both
At right angle and parallel to weir crest
Parallel to weir crest in both
Parallel and at right angle to weir crest

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Irrigation Engineering
For wave action in dams, the maximum height of freeboard is generally taken to be equal to (where hw is height of wave.)

0.5 hw
1.50 hw
1.25 hw
0.75 hw

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