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Irrigation Engineering

Irrigation Engineering
Unit of runoff in M.K.S. system is

cubic metre
cubic metre/sec
square metre
metre/sec

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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

56 cm
60 cm
50 cm
55 cm

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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

30 minutes
60 minutes
20 minutes
15 minutes

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Irrigation Engineering
If the risk of a flood occurring in the next 10 years is accepted to 10%, then the return period for design should be

1/(1+ 0.9010)
1 + (0.9)010
1 – (0.9)°l0
1/(1-0.9°10)

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Irrigation Engineering
With the increase in the quantity of water supplied, the yield of most crops

increases upto a certain limit and then becomes constant
increases continuously
increases upto a certain limit and then decreases
decreases continuously

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Irrigation Engineering
The ratio of the rate of change of discharge of an outlet to the rate of change in level of water surface in a distributary at its normal depth, is known as

Efficiency
Sensitivity
Modular limit
Flexibility

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