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Irrigation Engineering

Irrigation Engineering
To hold hydraulic jumps, baffle walls are provided in

Montague type falls
Sarda type falls
English type falls
Vertical type falls

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Irrigation Engineering
The saturation line is the line up to which banks get saturated after the canal runs for some time. The saturation gradient in ordinary loam soil, is generally

0.084027777777778
0.20902777777778
0.12569444444444
0.16736111111111

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Irrigation Engineering
If D is the depth of water upstream of the throat above its sill, B is the width of the throat, to achieve critical flow in an open venturi flume, the theoretical maximum flow Q, is

Q = 1.71 BD
Q = 1.71 BD1/2
Q = 1/71 BD2/3
Q = 1.71 BD3/2

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Irrigation Engineering
The ratio of the quantity of water stored in the root zone of the crops to the quantity of water actually delivered in the field is known as

water use efficiency
water application efficiency
None of these
water conveyance efficiency

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

very large
unity
infinity

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Irrigation Engineering
As compared to gravity dams, earthen dams

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

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