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Irrigation Engineering

Irrigation Engineering
The maximum permissible eccentricity for no tension at the base of a gravity dam is

B/4
B/3
B/2
B/6

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Irrigation Engineering
The uplift pressure on a dam can be controlled by i) constructing cutoff under upstream face ii) constructing drainage channels bet-ween the dam and its foundation iii) by pressure grouting in foundation The corret answer is

both (i) and (iii)
both (i) and (ii)
only (i)
(i), (ii) and (iii)

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

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Irrigation Engineering
In a chute spillway, the flow is usually

uniform
subcritical
critical
super critical

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Irrigation Engineering
The uplift pressure on the roof of an inverted syphon, is maximum when

Canal is running with F.S.L.
Drain is running with H.F.L.
Drain in running dry
Canal is running dry

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Irrigation Engineering
If it rains between 2 P.M. and 3 P.M. and the entire basin area just starts contributing water at 3 P.M. to the outlet, then time of concentration will be

20 minutes
30 minutes
60 minutes
15 minutes

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