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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
Coefficient of discharge Cd is equal to (where Cc = Coefficient of contraction, Cv = Coefficient of velocity, and Cr = Coefficient of resistance)

Cv × Cr
Cc × Cr
Cc × Cv
Cc/Cr

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Hydraulics and Fluid Mechanics in ME
The specific weight of water is 1000 kg/m”

All listed here
at mean sea level
at 4°C temperature
at normal pressure of 760 mm

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Hydraulics and Fluid Mechanics in ME
If the ratio's of the corresponding forces acting at corresponding points are equal, then the model and the prototype are said to have.

Geometric similarity
None of these
Dynamic similarity
Kinematic similarity

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Hydraulics and Fluid Mechanics in ME
The normal stress in a fluid will be constant in all directions at a point only if

It has zero viscosity
It is at rest
It is incompressible
It has uniform viscosity

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Hydraulics and Fluid Mechanics in ME
All the terms of energy in Bernoulli’s equation have dimension of

length
work
mass
energy

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Hydraulics and Fluid Mechanics in ME
A glass tube of small diameter (d) is dipped in fluid. The height of rise or fall in the tube given by (where w = Specific weight of liquid, α = Angle of contact of the liquid surface, and σ = Surface tension)

4wd/σ cosα
4σ cosα/wd
wd/4σ cosα
σ cosα/4wd

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