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Irrigation Engineering

Irrigation Engineering
The major resisting force in a gravity dam is

wave pressure
self-weight of dam
water pressure
uplift pressure

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Irrigation Engineering
The crest level of a canal diversion head work, depends upon

F.S.L. of the canal
All listed here
Pond level
Discharge perimeters

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Irrigation Engineering
In case of non-availability of space due to topography, the most suitable spillway is

ogee spillway
shaft spillway
chute spillway
straight drop spillway

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Irrigation Engineering
The water stored in the reservoir below the minimum pool level is called

valley storage
useful storage
dead storage
surcharge storage

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Irrigation Engineering
If the R.L’s of canal bed level and high flood level of drainage are 212.0 m and 210.0 m respectively, then cross drainage work will be

syphon
aqueduct
syphon aqueduct
superpassage

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Irrigation Engineering
For an annual flood series arranged in descending order of magnitude, the return for a magnitude listed at position period m in a total data N is

m/N
(N+l)/m
m/(N+l)
N/(m+l)

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