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Irrigation Engineering

Irrigation Engineering
If the irrigation efficiency is 80%, conveyance losses are 20% and the actual depth of watering is 16 cm, the depth of water required at the canal outlet, is

20 cm
15 cm
10 cm
25 cm

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Irrigation Engineering
If d1 is the depth of cutting, d2 is the height of the bank from bed level r2 : 1 and r1 : 1 are the slopes in filling and cutting respectively, the horizontal distance n between the bed and bank, is

x = r2 d2
x = d1 / r1
x = r1 d1
x = d2 / r2

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Irrigation Engineering
Seepage through embankments in an earthen dam is controlled by

drainage filters
provision of downstream berms
drain trenches
relief wells

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

Inlet and outlet
A level crossing
A syphon
An aqueduct

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

10 cumecs
20 cumecs
6 cumecs
14 cumecs

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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
Modular limit
Flexibility
Sensitivity

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