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Irrigation Engineering

Irrigation Engineering
The major resisting force in a gravity dam is

water pressure
uplift pressure
wave pressure
self-weight of dam

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Irrigation Engineering
The length of a meander is the distance along the river between the tangent point of one curve to the tangent point of

Next curve of the same order
Reverse curve
Reverse curve plus the width of the river
None of these

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Irrigation Engineering
Bed bars in a canal are provided

To measure the discharge
To control the silting
To watch the general behavior of canal
To raise the supply level

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Irrigation Engineering
The discharge passing over an ogee spillway is given by (where, L is effective length of spillway crest and H is the total head over the spillway crest including velocity head.)

CLH5/2
CHL3/2
CLH1/2
CLH3/2

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Irrigation Engineering
The useful moisture of soil, is equal to its

Difference between filed capacity and permanent wilting point within the root zone of plants
Saturation capacity
Field capacity
Moisture content at permanent wilting point

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Irrigation Engineering
According to G.W. Pickles the effect of confining the flood water of a river between levee, is to increase

Water surface elevation during floods
Surface slope of streams above the levied portion
Rate of flood wave
Maximum discharge

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