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Irrigation Engineering

Irrigation Engineering
Wetted perimeter of a regime channel for a discharge of 64 cumecs as per Lacey’s theory will be

19m
91m
38m
15m

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Irrigation Engineering
Lacey's equation for calculating flood discharge in rivers, is

V = 10.8 R1/3 S2/3
V = 10.8 R2/3 S1/2
V = 10.8 R2/3 S1/3
V = 10.8 R1/2 S1/2

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Irrigation Engineering
A fall in a canal bed is generally provided, if

Ground slope exceeds the designed bed slope
Ground slope is practically the same as the designed bed slope
Designed bed slope exceeds the ground slope
None of these

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Irrigation Engineering
The ratio of the head recovered to the head put in, is known as

Sensitivity
Efficiency
Modular limit
Flexibility

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Irrigation Engineering
If the height of the hydraulic gradient line above the floor of thickness t is h and the specific gravity of the material of the floor is G, the minimum thickness t of the floor downstream of the crest-wall, is given by the equation

t = (h + 1)/(G + t)
t = (h - 1)/(G + t)
t = (h + 1)/G
t = (h - 1)/(G - t)

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Irrigation Engineering
The ratio of the rate of change of discharge of an outlet and parent channel, is known as

Flexibility
Efficiency
Sensitivity
Modular limit

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