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Irrigation Engineering

Irrigation Engineering
V and R are the regime mean velocity and hydraulic mean depth respectively in meters. Lacey's silt factor f is

5V²/2R
2V²/5R
3V²/4R
2V²/√3 R

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

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

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Irrigation Engineering
An outlet which maintains a constant discharge irrespective of fluctuation in the water levels of the supplying channel or water course, is known as

Semi-modular outlet
Flexible modular outlet
Right modular outlet
Non-modular outlet

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Irrigation Engineering
The length and width of a meander and also the width of the river, vary roughly as

Square root of the discharge
Discharge
Square of the discharge
Cube of the discharge

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Irrigation Engineering
The length of a meander is the distance along the river between the tangent point of one curve to the tangent point of

Reverse curve plus the width of the river
None of these
Reverse curve
Next curve of the same order

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Irrigation Engineering
To estimate the magnitude of a flood with a return period of T years, Gumbel’s distribution method requires the following data pertaining to annual flood series
i) mean value
ii) standard deviation
iii) length of record
iv) coefficient of skew
The correct answer is

(i) and (ii)
(i), (ii) and (iv)
(i),(ii) and (iii)
(i), (ii), (iii) and (iv)

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