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Irrigation Engineering

Irrigation Engineering
A unit hydro graph has one unit of

rainfall excess
rainfall duration
time base of direct runoff
discharge

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Irrigation Engineering
To determine the discharge at a section in a stream from its rating curve, the required data are
i) slope of water surface at the section
ii) stage at the section
iii) current meter readings at the section
The correct answer is

only (iii)
only (ii)
(i) and (ii)
(ii) and (iii)

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

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Irrigation Engineering
The stream which does not have any base flow contribution is called

None of these
intermittent stream
ephemeral stream
perennial stream

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Irrigation Engineering
Solution of Laplacian equation in three dimensions d²φ/dx² + d²φ/dy² + d²φ/dz² = 0 of water in a syphon, is done by

Method of relaxation
Khosla's method
Analytical method
Unwin's method

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Irrigation Engineering
The saturation line is the line up to which banks get saturated after the canal runs for some time. The saturation gradient in ordinary loam soil, is generally

0.12569444444444
0.16736111111111
0.084027777777778
0.20902777777778

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