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Irrigation Engineering

Irrigation Engineering
The downstream expansion head of a guide bank is extended to subtend an angle at the centre, equal to

60°
30°
45°
90°

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Irrigation Engineering
Which of the following methods is used to estimate flood discharge based on high water marks left over in the past ?

moving boat method
area-velocity method
ultra-sonic method
slope-area method

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Irrigation Engineering
If d is the depth of the aquifer through which water is flowing, then the relationship between permeability k and transmissible T is given by

T = kd
T = k/d
k= VTd
T= Vkd

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Irrigation Engineering
The scour depth D of a river during flood, may be calculated from the Lacey's equation

D = 0.47 (Q/f)1/2
D = 0.47 (Q/f)1/3
D = 0.47 (Q/f)2/3
D = 0.47 (Q/f)

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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

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

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Irrigation Engineering
The width of a meander belt is the transverse distance between

None of these
Apex point and the crossing
Two banks of meandering river
Apex point of one curve and apex point of the reserve curve

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