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Irrigation Engineering

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

m2/3
m1/3
m1/2
m3

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Irrigation Engineering
The peak of a 4 hour flood hydrograph is 240 m3/sec . If the rainfall excess is 80 mm and base flow which is constant is 40 m3/sec, then the peak of 4-hours unit hydrograph will be

35 m3/sec
25 m3/sec
20 m3/sec
30 m3/sec

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Irrigation Engineering
Coefficient of discharge of an ogee spillway

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

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Irrigation Engineering
The runoff increases with

All of these
increase in infiltration capacity
increase in permeability of soil
increase in intensity of rain

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Irrigation Engineering
According to Bligh's creep theory, percolating water flows along

Straight path under the foundation of the dam
Circular path under the foundation of the dam
None of these
The outline of the base of the foundation of the dam

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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

Syphon aqueduct
Syphon
Super passage
Super-aqueduct

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