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Hydraulics & Fluid Mechanics

Hydraulics & Fluid Mechanics
The resultant of all normal pressures acts

at center of pressure
at e.g. of body
at metacentre
vertically upwards

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Hydraulics & Fluid Mechanics
In a Sutro weir, the discharge is proportional to (where H is head)

H
H3/2
H5/2
H1/2

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

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Hydraulics & Fluid Mechanics
The Prartdtl mixing length is

maximum at the pipe wall
zero at the pipe wall
None of these
independent of shear stress

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Hydraulics & Fluid Mechanics
The region between the separation streamline and the boundary surface of the solid body is known as

drag
wake
lift
boundary layer

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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)

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

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