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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
Two pipe systems can be said to be equivalent, when the following quantites are same

friction loss and flow
length and diameter
flow and length
friction factor and diameter

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Hydraulics and Fluid Mechanics in ME
A moving fluid mass may be brought to a static equilibrium position, by applying an imaginary inertia force of the same magnitude as that of the accelerating force but in the opposite direction. This statement is called

D-Alembert’s principle
None of these
Pascal’s law
Archimedes’s principle

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Hydraulics and Fluid Mechanics in ME
The force exerted by a jet of water impinging normally on a plate which due to the impact of jet, moves in the direction of jet with a velocity v is

[wa (V - v²)]/g
[wa (V - v)]/2g
[wa (V - v)]/g
[wa (V - v)²]/2g

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Hydraulics and Fluid Mechanics in ME
The hydraulic mean depth or the hydraulic radius is the ratio of

Velocity of flow and area of flow
Wetted perimeter and diameter of pipe
None of these
Area of flow and wetted perimeter

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Hydraulics and Fluid Mechanics in ME
Ratio of inertia force to elastic force is known as

Weber’s number
Reynold’s number
Froude number
Mach number

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Hydraulics and Fluid Mechanics in ME
For a perfect incompressible liquid, flowing in a continuous stream, the total energy of a particle remains the same, while the particle moves from one point to another. This statement is called

Archimedes’s principle
Pascal’s law
Bernoulli’s equation
Continuity equation

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