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Irrigation Engineering

Irrigation Engineering
In a Sarda type fall, the rectangular crest, may be used for discharge up to

14 cumecs
20 cumecs
10 cumecs
6 cumecs

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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

60 cm
55 cm
50 cm
56 cm

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Irrigation Engineering
The ratio of average values of shear stresses produced on the bed and the banks of a channel due to flowing water is

equal to zero
equal to 1
greater than 1
less than 1

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

cubic metre
cubic metre/sec
metre/sec
square metre

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Irrigation Engineering
The maximum average depth due to one day storm over an area of 100 km2 is 100 mm. Depth-Area-Duration (DAD) curves indicate that for the same area of 100 km2 the maximum average depth for a 3 hour storm will be

None of these
more than 100 mm
less than 100 mm
100 mm

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Irrigation Engineering
The field capacity of a soil is 25%, its permanent wilting point is 15% and specific dry unity weight is 1.5. If the depth of root zone of a crop, is 80 cm, the storage capacity of the soil, is

14 cm
10 cm
12 cm
8 cm

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