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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
The value of friction factor ‘f’ for smooth pipes for Reynolds number 106 is approximately equal to

0.001
0.0001
0.1
0.01

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Hydraulics and Fluid Mechanics in ME
The critical depth meter is used to measure

Depth of channel
Velocity of flow in an open channel
Depth of flow in an open channel
Hydraulic jump

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Hydraulics and Fluid Mechanics in ME
If Hg is the gross or total head and hf is the head lost due to friction, then net or effective head (H) is given by

H = Hg × hf
H = Hg + hf
H = Hg/hf
H = Hg - hf

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Hydraulics and Fluid Mechanics in ME
Rain drops are spherical because of

air resistance
viscosity
surface tension forces
atmospheric pressure

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

turbulent flow
uniform flow
steady flow
laminar flow

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Hydraulics and Fluid Mechanics in ME
According to fan laws, at constant speed and capacity, the pressure and power vary

Inversely as density
Directly as the air or gas density
As square of density
Inversely as square root of density

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