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IRRIGATION ENGINEERING

Irrigation Engineering
A fall which maintains its depth, is

All listed here
A rectangular notch fall
A trapezoidal notch fall
A low weir fall

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Irrigation Engineering
Retrogression of the bed level of a river downstream a weir, occurs due to

Less percentage of silt
Soft soil strata
Heavy impact of water
Increase of the bed level

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Irrigation Engineering
The depth of the crest of a scouring sluice below the crest of a head regulator, is generally kept

1.20 m
2.20 m
3.20 m
0.20 m

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

80°
120°
90°
110°

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Irrigation Engineering
For a catchment area of 120 km2, the equilibrium discharge in m3/hour of an S-curve obtained by the summation of 6 hour unit hydro graph is

2.4 xlO6
7.2 xlO6
0.2 x 106
0.6 x 106

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