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Irrigation Engineering

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

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

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Irrigation Engineering
Side slopes generally kept for canals in loam soil, are:

1½ : 1 in cutting and 2 : 1 in filling
Both (A) and (B)
1 : 1 in cutting and 1½ : 1 in filling
Neither (A) nor (B)

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Irrigation Engineering
The forces, which are considered for the analysis of an elementary profile of a gravity dam under empty reservoir condition, are
i) Water pressure
ii) Self weight
iii) Uplift
iv) Pressure due to earthquake
The correct answer is

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

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Irrigation Engineering
According to G.W. Pickles the effect of confining the flood water of a river between levee, is to increase

Water surface elevation during floods
Surface slope of streams above the levied portion
Maximum discharge
Rate of flood wave

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Irrigation Engineering
Silt excluders are constructed on the

canal bed upstream of head regulator
river bed downstream of head regulator
canal bed downstream of head regulator
river bed upstream of head regulator

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Irrigation Engineering
A runoff river plant is

a medium head scheme
a low head scheme
a high head scheme
None of these

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