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Irrigation Engineering

Irrigation Engineering
F.S.L. of a canal at its head with respect to parent channel is kept

None of these
At the same level
15 cm higher
15 cm lower

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Irrigation Engineering
The saturation line is the line up to which banks get saturated after the canal runs for some time. The saturation gradient in ordinary loam soil, is generally

0.084027777777778
0.20902777777778
0.12569444444444
0.16736111111111

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Irrigation Engineering
If average particle size of the silt in millimeters is m, the Lacey's silt factor f is proportional to

m1/2
m2/3
m3
m1/3

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Irrigation Engineering
A 6 hours storm had 4 cm of rainfall and the resulting runoff was 2 cm. If<="" div="">

6.0 cm
7.5 cm
9.0 cm
4.5 cm

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Irrigation Engineering
Coefficient of discharge of an ogee spillway

depends on downstream apron interference and downstream submergence
both (A) and (B)
remains constant
depends on depth of approach and upstream slope

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Irrigation Engineering
Canals taken off from ice-fed perennial rivers, are known

Perennial canals
Permanent canals
Ridge canals
Inundation canals

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