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Irrigation Engineering

Irrigation Engineering
Seepage through foundation in an earthen dam is controlled by providing

horizontal blanket
chimney drain
rock toe
impervious cut off

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

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

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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

0.16736111111111
0.084027777777778
0.12569444444444
0.20902777777778

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Irrigation Engineering
The value of Sodium Absorption Ratio for high sodium water lies between

0 to 10
10 to 18
26 to 34
18 to 26

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Irrigation Engineering
With the increase in the quantity of water supplied, the yield of most crops

decreases continuously
increases continuously
increases upto a certain limit and then decreases
increases upto a certain limit and then becomes constant

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Irrigation Engineering
The uplift pressure on a dam can be controlled by
i) constructing cutoff under upstream face
ii) constructing drainage channels between the dam and its foundation
iii) by pressure grouting in foundation
The corret answer is

only (i)
both (i) and (iii)
(i), (ii) and (iii)
both (i) and (ii)

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