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Irrigation Engineering

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

Modular limit
Efficiency
Sensitivity
Flexibility

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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
Over 100 cumecs
30 to 33 cumecs
30 to 60 cumecs

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Irrigation Engineering
According to Khosla, the exits gradient of surface flow

None of these
Is independent of the depths of d/s cut off walls
Is independent of the b/d ratio
Depends upon the b/d ratio

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Irrigation Engineering
S-hydrograph is used to obtain unit hydrograph of

None of these
shorter duration from longer duration
both (A) and (B)
longer duration from shorter duration

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

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Irrigation Engineering
If d1 is the depth of cutting, d2 is the height of the bank from bed level r2 : 1 and r1 : 1 are the slopes in filling and cutting respectively, the horizontal distance n between the bed and bank, is

x = r2 d2
x = d1 / r1
x = d2 / r2
x = r1 d1

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