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Irrigation Engineering

Irrigation Engineering
The relation between probability (P) and recurrence interval (T) is given by

PT = 1
P/T2 = 1
P/T = 1
PT2 = 1

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

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

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Irrigation Engineering
A runoff river plant is

a low head scheme
a medium head scheme
None of these
a high head scheme

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Irrigation Engineering
A fall which maintains its depth, is

All listed here
A rectangular notch fall
A trapezoidal notch fall
A low weir fall

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Irrigation Engineering
For the design of major hydraulic structures on the canals, the method generally preferred to, is based on

Khosla's method of independent variables
The relaxation method
Electrical analogy method
Bligh's theory

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Irrigation Engineering
The amount of irrigation water required to meet the evapotranspiration needs of the crop during its full growth is called

effective rainfall
consumptive use
consumptive irrigation requirement
net irrigation requirement

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