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Irrigation Engineering

Irrigation Engineering
To hold hydraulic jumps, baffle walls are provided in

Vertical type falls
Montague type falls
English type falls
Sarda type falls

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Irrigation Engineering
If B and d are the bed width and depth of a channel in meters, the combined losses due to evaporation and seepage in cumecs per kilometer length of the channel, is

(1/100) × (B + d)2/3
(1/50) × (B + d)2/3
(1/150) × (B + d)2/3
(1/200) × (B + d)2/3

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Irrigation Engineering
The consumptive use of water for a crop

May be supplied partly by precipitation and partly by irrigation
All of these
Is measured as depth of water on irrigated area
Is measured as the volume of water per unit area

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Irrigation Engineering
The stream which does not have any base flow contribution is called

None of these
intermittent stream
perennial stream
ephemeral stream

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Irrigation Engineering
According to G.W. Pickles the effect of confining the flood water of a river between levee, is to increase

Maximum discharge
Surface slope of streams above the levied portion
Water surface elevation during floods
Rate of flood wave

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Irrigation Engineering
The crest level of a canal diversion head work, depends upon

Pond level
F.S.L. of the canal
All listed here
Discharge perimeters

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