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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
The optimum value of vane exit angle for a centrifugal pump impeller is

10-15°
20-25°
30-40°
50-60°

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Hydraulics and Fluid Mechanics in ME
The flow in which conditions do not change with time at any point, is known as

steady flow
one dimensional flow
turbulent flow
uniform flow

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Hydraulics and Fluid Mechanics in ME
Dynamic viscosity of most of the gases with rise in temperature

unpredictable
remains unaffected
decreases
increases

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Hydraulics and Fluid Mechanics in ME
The depth of the centre of pressure on a vertical rectangular gate 8 m wide and 6 m high, when the water surface coincides with the top of the gate, is

3.0 m
2.4 m
4.0 m
5.0 m

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Hydraulics and Fluid Mechanics in ME
The value of bulk modulus of a fluid is required to determine

Reynold's number
Froude's number
Euler's number
Mach number

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Hydraulics and Fluid Mechanics in ME
According to equation of continuity,

w1v1 = w2v2
w1a1 = w2a2
a1v1 = a2v2
a1/v1 = a2/v2

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