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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
The point in the immersed body through which the resultant pressure of the liquid may be taken to act is known as

center of gravity
metacentre
center of buoyancy
center of pressure

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Hydraulics and Fluid Mechanics in ME
The normal stress in a fluid will be constant in all directions at a point only if

It has uniform viscosity
It is incompressible
It is at rest
It has zero viscosity

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Hydraulics and Fluid Mechanics in ME
The total pressure force on a plane area is equal to the area multiplied by the intensity of pressure at the Centroid, if

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

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Hydraulics and Fluid Mechanics in ME
If the atmospheric pressure on the surface of an oil tank (sp. gr. 0.8) is 0.2 kg/cm”, the pressure at a depth of 50 m below the oil surface will be

3 meters of water column
5 meters of water column
2 meters of water column
6 meters of water Column

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Hydraulics and Fluid Mechanics in ME
Size of a venturimeter is specified by

throat diameter
pipe diameter
both pipe diameter as well as throat diameter
angle of diverging section

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

0.01
0.001
0.1
0.0001

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