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Irrigation Engineering

Irrigation Engineering
The most suitable chemical which can be applied to the water surface for reducing evaporation is

Butyl alcohol
Methyl alcohol
Ethyl alcohol
Cetyl alcohol

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Irrigation Engineering
If straight sides of a triangular section of a lined canal with circular bottom of radius R, make an angle θ with horizontal, the area of its cross-section, is

R (θ + tan θ)
R2 (θ + tan θ)
R (θ + cot θ)
R2 (θ + cot θ)

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Irrigation Engineering
A minimum of 90 cm free board is provided if the discharge in the canal is between

Over 60 cumecs
30 to 60 cumecs
Over 100 cumecs
30 to 33 cumecs

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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

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

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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

0.2 x 106
2.4 xlO6
7.2 xlO6
0.6 x 106

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Irrigation Engineering
If there are two canals taking off from each flank of a river, then there will be

two divide walls and one undersluice
one divide wall and two undersluices
two divide walls and two undersluices
one divide wall and one undersluice

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