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Hydraulics & Fluid Mechanics

Hydraulics & Fluid Mechanics
Flow of water in a pipe about 3 meters in diameter can be measured by

orifice plate
venturi
rotameter
pitot tube

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Hydraulics & Fluid Mechanics
The line of action of the buoyant force acts through the

centriod of the displaced volume of fluid
center of gravity of any submerged body
centroid of the volume of fluid vertically above the body
center of the volume of floating body

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Hydraulics & Fluid Mechanics
At the centre line of a pipe flowing under pressure where the velocity gradient is zero, the shear stress will be

negative value
minimum
maximum
could be any value

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Hydraulics & Fluid Mechanics
The units of viscosity are

metre2/se
newton-sec/metre
kg sec/metre
newton-sec/metre2

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Hydraulics & Fluid Mechanics
A vertical rectangular plane surface is submerged in water such that its top and bottom surfaces are 1.5 m and 6.0 m res-pectively below the free surface. The position of center of pressure below the free surface will be at a distance of

4.2 M
4.0 M
4.8 M
4.6 M

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Hydraulics & Fluid Mechanics
For a floating body to be in stable equilibrium, its metacentre should be

below the center of buoyancy
above the center of buoyancy
between e.g. and center of pressure
above the center of gravity.

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