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Irrigation Engineering

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

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

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Irrigation Engineering
If the intensity of rainfall is more than the infiltration capacity of soil, then the infiltration rate will be

more than rate of rainfall
equal to rate of rainfall
equal to infiltration capacity
more than infiltration capacity

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Irrigation Engineering
The relation between probability (P) and recurrence interval (T) is given by

P/T = 1
PT = 1
P/T2 = 1
PT2 = 1

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Irrigation Engineering
If L is total length of a canal in kilometers, P is total perimeter of its lining in metres and C is the cost of lining per square metre, the additional expenditure involved on lining, is

PLC/1000
PL/1000C
PC/100L
100 PLC

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Irrigation Engineering
The shape of recession limb of a hydrograph depends upon

None of these
Basin characteristics only
Storm characteristics only
Both (A) and (B)

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Irrigation Engineering
For the upstream face of an earthen dam, the most adverse condition for stability of slope is

sloughing of slope
sudden drawdown
during construction
steady seepage

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