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Irrigation Engineering

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

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

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Irrigation Engineering
The area between the isohyets 45 cm and 55 cm is 100 square km and between 55 cm and 65 cm is 150 square km. The average depth of annua! precipitation over the above basin of 250 square km will be

55 cm
56 cm
60 cm
50 cm

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Irrigation Engineering
In gravity canals, F.S.L. is

Only a few cm above the ground level
Always at the ground level
Always below the ground level
Generally 4 to 5 metres above the ground level

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Irrigation Engineering
The ratio of rate of change of the discharge of an outlet to the rate of change of the discharge of distributing channel is called

proportionality
setting
sensitivity
flexibility

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Irrigation Engineering
A straight glacis type fall with a baffle platform and a baffle wall is called

Glacis fall
Montague type fall
Inglis fall
Vertical drop-fall

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Irrigation Engineering
For the design of major hydraulic structures on the canals, the method generally preferred to, is based on

The relaxation method
Electrical analogy method
Khosla's method of independent variables
Bligh's theory

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