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Irrigation Engineering

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

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

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Irrigation Engineering
A hydraulic structure is designed to withstand

Hydraulic pressure
All of these
Seepage forces
Hydraulic jump

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Irrigation Engineering
Meandering of a river generally occurs, in

Rocky stage
Trough stage
Boulder stage
Delta stage

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Irrigation Engineering
The uplift pressure on the face of a drainage gallery in a dam is taken as

hydrostatic pressure at toe
None of these
two-third of hydrostatic pressure at toe plus one-third of hydrostatic pressure at heel
average of hydrostatic pressure at toe and heel

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Irrigation Engineering
When a canal and a drainage approach each other at the same level, the structure so provided, is

A syphon
A level crossing
Inlet and outlet
An aqueduct

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Irrigation Engineering
The unit hydrograph due to a storm may be obtained by dividing the ordinates of the direct runoff hydrograph by

period of storm
total rainfall
direct runoff volume
None of these

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