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Irrigation Engineering

Irrigation Engineering
According to Khosla’s theory, the exit gradient in the absence of a downstream cutoff is

very large
infinity
unity

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Irrigation Engineering
In Montague type fall

A circular glacis is provided
No glacis is provided
A parabolic glacis is provided
A straight glacis is provided

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Irrigation Engineering
As compared to gravity dams, earthen dams

are costlier
require sound rock foundations
require less skilled labour
are less susceptible to failure

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Irrigation Engineering
Disposal of extra excavated earth of canals, is utilized to provide a spoil bank on

Both sides
All listed here
Left side
Right side

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Irrigation Engineering
The ratio of rate of change of the discharge of an outlet to the rate of change of the discharge of distributing channel is called

proportionality
setting
flexibility
sensitivity

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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

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

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