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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
The discharge of a double acting reciprocating pump is (where L = Length of stroke, A = Cross-sectional area of piston, and N = Speed of crank in r.p.m.)

L.A.N
2 L.A.N
(2 L.A.N)/60
(L.A.N)/60

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Hydraulics and Fluid Mechanics in ME
The factional resistance of a pipe varies approximately with __________ of the liquid.

Square of velocity
Velocity
Pressure
Cube of velocity

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Hydraulics and Fluid Mechanics in ME
When the pressure intensity at a point is more than the local atmospheric pressure, then the difference of these two pressures is called

Vacuum pressure
Absolute pressure
Gauge pressure
Positive gauge pressure

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Hydraulics and Fluid Mechanics in ME
The absolute pressure is equal to

Atmospheric pressure - gauge pressure
Gauge pressure - vacuum pressure
Gauge pressure + atmospheric pressure
Gauge pressure - atmospheric pressure

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Hydraulics and Fluid Mechanics in ME
The Bernoulli's equation is based on the assumption that

The velocity of flow is uniform across any cross-section of the pipe
No force except gravity acts on the fluid
There is no loss of energy of the liquid flowing
All of these

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Hydraulics and Fluid Mechanics in ME
Stream lines and path lines always coincide in case of

steady flow
turbulent flow
laminar flow
uniform flow

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