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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
The volumetric change of the fluid caused by a resistance is known as

Adhesion
Volumetric index
Compressibility
Volumetric strain

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Hydraulics and Fluid Mechanics in ME
Falling drops of water become spheres due to the property of

surface tension
cohesion
viscosity
adhesion

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Hydraulics and Fluid Mechanics in ME
The hydraulic mean depth for a circular pipe of diameter (d) is

d/2
d/6
d/4
d

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Hydraulics and Fluid Mechanics in ME
For hydro-dynamically smooth boundary, the friction coefficient for turbulent flow is

dependent only on Reynolds number
a function of Reynolds number and relative roughness
dependent on relative roughness only
constant

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

Friction factor and diameter
Friction loss and flow
Length and diameter
Flow and length

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Hydraulics and Fluid Mechanics in ME
A flow in which each liquid particle has a definite path, and the paths of individual particles do not cross each other, is called

Steady flow
Uniform flow
Streamline flow
Turbulent flow

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