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Irrigation Engineering

Irrigation Engineering
A hydraulic structure is designed to withstand

All of these
Hydraulic jump
Hydraulic pressure
Seepage forces

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Irrigation Engineering
According to Khosla, the exits gradient of surface flow

Depends upon the b/d ratio
Is independent of the b/d ratio
Is independent of the depths of d/s cut off walls
None of these

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Irrigation Engineering
For the stability of a structure against seepage pressure according to Khosla's creep theory, the critical gradient is

0.25
0.5
1
Zero

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Irrigation Engineering
Instantaneous unit hydrograph is a hydrograph of
i) unit duration
ii) unit rainfall excess
iii) infinitely small duration
iv) infinitely small rainfall excess
The correct answer is

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

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Irrigation Engineering
The peak of a 4 hour flood hydrograph is 240 m3/sec . If the rainfall excess is 80 mm and base flow which is constant is 40 m3/sec, then the peak of 4-hours unit hydrograph will be

25 m3/sec
35 m3/sec
20 m3/sec
30 m3/sec

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Irrigation Engineering
Which of the following canal structures is used to remove surplus water from an irrigation channel into a natural drain ?

canal regulator
canal outlet
canal fall
canal escape

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