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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
The discharge through a channel of circular section will be maximum when the depth of water is __________ the diameter of the circular channel.

0.34 times
0.95 times
0.67 times
0.81 times

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Hydraulics and Fluid Mechanics in ME
In a static fluid

Fluid pressure is zero
Linear deformation is small
Resistance to shear stress is small
Only normal stresses can exist

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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)

Cc × Cr
Cc/Cr
Cv × Cr
Cc × Cv

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Hydraulics and Fluid Mechanics in ME
Gauge pressure at a point is equal to the absolute pressure ___ the atmospheric pressure.

Divide
Minus
Multiply
Plus

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

turbulent flow
steady flow
laminar flow
uniform flow

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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

Absolute pressure
Vacuum pressure
Positive gauge pressure
Gauge pressure

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