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Hydraulics & Fluid Mechanics

Hydraulics & Fluid Mechanics
The distance from pipe boundary, at which the turbulent shear stress is one-third die wall shear stress, is (where R is the radius of pipe)

1/3 R
1/2 R
2/3 R
3/4 R

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Hydraulics & Fluid Mechanics
The total pressure force on a plane area is equal to the area multiplied by the intensity of pressure at the centriod, if

the area is horizontal
the area is vertical
All of these
the area is inclined

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Hydraulics & Fluid Mechanics
Uniform flow occurs when

size and shape of the cross section in a particular length remain constant
size and cross section change uniformly along length
the flow is steady
the flow is streamline

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Hydraulics & Fluid Mechanics
If 850 kg liquid occupies volume of one cubic meter, men 0.85 represents its

specific weight
specific gravity
specific density
specific mass

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Hydraulics & Fluid Mechanics
A perfect gas

is incompressible
None of these
has constant viscosity
is of theoretical interest

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Hydraulics & Fluid Mechanics
The pressure in Pascals at a depth of 1 m below the free surface of a body of water will be equal to

1 PA
91 PA
981 PA
9810 PA

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