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Irrigation Engineering

Irrigation Engineering
A minimum of 90 cm free board is provided if the discharge in the canal is between

30 to 60 cumecs
Over 60 cumecs
Over 100 cumecs
30 to 33 cumecs

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Irrigation Engineering
To control the silt entry into a distributary at head regulator, King's vanes are provided which are the walls

Of height ⅓rd to ¼th the depth of water in the main canal
Spaced at interval of 1½ times their heights
Of R.C.C. or steel plate 8 cm thick
All listed here

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Irrigation Engineering
For diversion of flood water of rivers, the type of canal constructed, is

Perennial canal
Canal
Ridge canal
Inundation canal

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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

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

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Irrigation Engineering
For a catchment area of 120 km2, the equilibrium discharge in m3/hour of an S-curve obtained by the summation of 6 hour unit hydro graph is

2.4 xlO6
7.2 xlO6
0.6 x 106
0.2 x 106

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Irrigation Engineering
Cross regulators in main canals are provided

To overflow excessive flow water
None of these
To increase water head upstream when a main canal is running with low supplies
To regulate water supply in the distributaries

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