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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
The power transmitted through a pipe is (where w = Specific weight in N/m3, and Q = Discharge in m3/s)

w × Q (H + hf)
w × Q (H - hf)
w × Q × H
w × Q × hf

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Hydraulics and Fluid Mechanics in ME
In a lock-gate, the reaction between two gates is (where P = Resultant pressure on the lock gate, and α = Inclination of the gate with the normal to the side of the lock)

p/2sinα
p/sinα
2p/sin (α/2)
2p/sinα

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Hydraulics and Fluid Mechanics in ME
A double overhung Pelton wheel has

Four runners
Two runners
Four jets
Two jets

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Hydraulics and Fluid Mechanics in ME
The flow in which the particles of a fluid attain such velocities that varies from point to point in magnitude and direction as well as from instant to instant, is known as

One dimensional flow
Steady flow
Turbulent flow
Uniform flow

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Hydraulics and Fluid Mechanics in ME
Principle of similitude forms the basis of

hydraulic designs
comparing two identical equipments
designing models so that the result can be converted to prototypes
comparing similarity between design and actual equipment

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Hydraulics and Fluid Mechanics in ME
A model of a reservior is drained in 4 mts by opening the sluice gate. The model scale is 1: 225. How long should it take to empty the prototype ?

4 x (225)3/2 minutes
4 minutes
4 x V225 minutes
4 (225)1/3 minutes

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