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Irrigation Engineering

Irrigation Engineering
If the straight sides of a triangular section of a lined canal with circular bottom of radius D, make an angle ? with horizontal, the hydraulic mean depth is

D/5
D
D/2
D/3

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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

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

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Irrigation Engineering
Irrigation water having the concentration of Na++ , Ca++ and Mg++ as 20, 3 and 1 Milli equivalent per litre respectively will be classified as

medium sodium water
high sodium water
low sodium water
very high sodium water

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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

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

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Irrigation Engineering
In a concrete canal the approximate permissible velocity of water should not exceed

1.5 m/sec
2 m/sec
1 m/sec
0.5 m/sec

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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
Field capacity
Moisture content at permanent wilting point
Saturation capacity

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