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Irrigation Engineering

Irrigation Engineering
For smooth entry of water in a canal, the angle between head regulator and water is generally kept

120°
90°
110°
80°

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Irrigation Engineering
If the critical shear stress of a channel is XC, then the average value of shear stress required to move the grain on the bank is

XC
0.5 XC
1.33 TC
0.75 TC

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Irrigation Engineering
According to Khosla, the exits gradient of surface flow

None of these
Is independent of the b/d ratio
Is independent of the depths of d/s cut off walls
Depends upon the b/d ratio

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Irrigation Engineering
The structure constructed to allow drainage water to flow under pressure through an inverted syphon below a canal, is called

Super passage
Syphon
Syphon aqueduct
Super-aqueduct

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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

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

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Irrigation Engineering
If L is total length of a canal in kilometers, P is total perimeter of its lining in metres and C is the cost of lining per square metre, the additional expenditure involved on lining, is

PL/1000C
PLC/1000
100 PLC
PC/100L

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