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Irrigation Engineering

Irrigation Engineering
Unit of runoff in M.K.S. system is

metre/sec
cubic metre/sec
square metre
cubic metre

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Irrigation Engineering
In gravity canals, F.S.L. is

Only a few cm above the ground level
Generally 4 to 5 metres above the ground level
Always below the ground level
Always at the ground level

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

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

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Irrigation Engineering
V and R are the regime mean velocity and hydraulic mean depth respectively in meters. Lacey's silt factor f is

3V²/4R
2V²/√3 R
2V²/5R
5V²/2R

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Irrigation Engineering
Irrigation canals are generally aligned along

Ridge line
Straight line
Contour line
Valley line

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Irrigation Engineering
Hydrograph is the graphical representation of

runoff and time
ground waterflow and time
surface runoff and time
rainfall and time

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