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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
The distance y from pipe boundary, at which the point velocity is equal to average velocity for turbulent flow, is (where R is radius of pipe)

0.223 R
0.707 R
0.423 R
0.577 R

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Hydraulics and Fluid Mechanics in ME
Geometric similarity is said to exist between the model and the prototype, if both of them

Have identical forces
Are equal in size and shape
Are identical in shape, but differ only in size
Have identical velocities

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Hydraulics and Fluid Mechanics in ME
Practical fluids

possess surface tension
possess all the above properties
are viscous
are compressible

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Hydraulics and Fluid Mechanics in ME
The horizontal component of buoyant force is

None of these
Same as buoyant force
Negligible
Zero

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Hydraulics and Fluid Mechanics in ME
Pascal-second is the unit of

kinematic viscosity
surface tension
dynamic viscosity
pressure

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Hydraulics and Fluid Mechanics in ME
A fluid in equilibrium can't sustain

Shear stress
Tensile stress
Compressive stress
Bending stress

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