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Irrigation Engineering

Irrigation Engineering
The duty is largest

same at all places
at the head of water course
at the head of a main canal
on the field

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Irrigation Engineering
Disposal of extra excavated earth of canals, is utilized to provide a spoil bank on

Left side
All listed here
Both sides
Right side

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Irrigation Engineering
According to Khosla’s theory, the exit gradient in the absence of a downstream cutoff is

very large
infinity
unity

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

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

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Irrigation Engineering
Dimensions of coefficient of transmissibility are

M° L2 T1
M’LV
rvfL’T”1
M°L°T°

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Irrigation Engineering
If Δ is the depth of water in metres, B is the number of days of base period and D is the duty in hectare/cumec, the relationship which holds good, is

B = Δ (8.64 B/D)
D = (8.6 Δ/B)
D = Δ (8.64 D/B)
Δ = (8.6 B/D)

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