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Irrigation Engineering

Irrigation Engineering
A runoff river plant is

a medium head scheme
None of these
a low head scheme
a high head scheme

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Irrigation Engineering
A hyetograph is a graphical representation of

cumulative rainfall and time
discharge and time
rainfall intensity and time
rainfall depth and time

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Irrigation Engineering
According to Lacey, depth of scour in a river depends upon the straightness of the reach. If D is the depth of scour in regime flow in a right angled bend, it is

2.00 D
1.75 D
1.25 D
1.50 D

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Irrigation Engineering
The useful storage is the volume of water stored in the reservoir between

river bed and minimum pool level
minimum pool level and normal pool level
normal pool level and maximum pool level
minimum pool level and maximum pool level

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Irrigation Engineering
A land is known as waterlogged

capillary fringe reaches the root zone of plants
when gravity drainage has ceased
when the permanent wilting point is reached
None of these

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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)°l0
1/(1-0.9°10)
1 + (0.9)010

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