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Irrigation Engineering

Irrigation Engineering
When a canal and a drainage approach each other at the same level, the structure so provided, is

An aqueduct
A level crossing
Inlet and outlet
A syphon

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

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

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Irrigation Engineering
The discharge passing over an ogee spillway is given by (where, L is effective length of spillway crest and H is the total head over the spillway crest including velocity head.)

CHL3/2
CLH5/2
CLH1/2
CLH3/2

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

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Irrigation Engineering
For a flood control reservoir, the effective storage is equal to

useful storage + surcharge storage
useful storage + surcharge storage + valley storage
useful storage – valley storage
useful storage + surcharge storage -valley storage

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Irrigation Engineering
The consumptive use of water for a crop

Is measured as the volume of water per unit area
Is measured as depth of water on irrigated area
May be supplied partly by precipitation and partly by irrigation
All of these

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