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Irrigation Engineering

Irrigation Engineering
A 6 hours storm had 4 cm of rainfall and the resulting runoff was 2 cm. If<="" div="">

7.5 cm
4.5 cm
6.0 cm
9.0 cm

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Irrigation Engineering
The unit hydrograph due to a storm may be obtained by dividing the ordinates of the direct runoff hydrograph by

period of storm
None of these
direct runoff volume
total rainfall

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Irrigation Engineering
As compared to gravity dams, earthen dams

require sound rock foundations
are costlier
are less susceptible to failure
require less skilled labour

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Irrigation Engineering
According to Lacey, in regime conditions

Neither (a) nor (b)
Silt is kept in suspension by vertical components of eddies
Both (a) and (b)
Entire cross-section of the channel is generated at all points by the forces normal to the

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Irrigation Engineering
Unit of runoff in M.K.S. system is

metre/sec
cubic metre/sec
square metre
cubic metre

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Irrigation Engineering
If d1 is the depth of cutting, d2 is the height of the bank from bed level r2 : 1 and r1 : 1 are the slopes in filling and cutting respectively, the horizontal distance n between the bed and bank, is

x = r2 d2
x = r1 d1
x = d2 / r2
x = d1 / r1

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