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Irrigation Engineering

Irrigation Engineering
The minimum size of stone that will remain at rest in a channel of longitudinal slope S and hydraulic mean depth R is given by

15 RS
4RS
7RS
11RS

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Irrigation Engineering
To estimate the magnitude of a flood with a return period of T years, Gumbel’s distribution method requires the following data pertaining to annual flood series
i) mean value
ii) standard deviation
iii) length of record
iv) coefficient of skew
The correct answer is

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

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

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Irrigation Engineering
The aqueduct or superpassage type of works are generally used when

None of these
high flood drainage discharge is large and continues for a long time
high flood drainage discharge is large and short lived
high flood drainage discharge is small

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Irrigation Engineering
Groynes are generally built

Perpendicular to the bank
Inclined up stream up to 30°
Inclined downstream up to 30°
All listed here

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Irrigation Engineering
The most suitable section of a lined canal, is

None of these
Triangular section with circular bottom for small canals
Both (a) and (b)
Trapezoidal section with rounded corners for large canals

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