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Irrigation Engineering

Irrigation Engineering
The net speed under which the turbine reaches its peak efficiency is called

operating speed
rated speed
gross speed
design speed

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Irrigation Engineering
According to Lacey, in regime conditions

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

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Irrigation Engineering
The runoff increases with

increase in intensity of rain
All of these
increase in infiltration capacity
increase in permeability of soil

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Irrigation Engineering
According to Khosla’s theory, the exit gradient in the absence of a downstream cutoff is

very large
unity
infinity

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Irrigation Engineering
In case of non-availability of space due to topography, the most suitable spillway is

ogee spillway
chute spillway
straight drop spillway
shaft spillway

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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

7.2 xlO6
2.4 xlO6
0.6 x 106
0.2 x 106

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