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Hydraulics & Fluid Mechanics

Hydraulics & Fluid Mechanics
THE THEORETICAL VALUE OF COEFFICIENT OF CONTRACTION OF A SHARP EDGED ORIFICE IS

0.611
0.95
0.86
1.01

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Hydraulics & Fluid Mechanics
Two pipe systems are said to be equivalent when

length of pipe and discharge are same in two systems
friction factor and length are same in two systems
head loss and discharge are same in two systems
length and diameter are same in two systems

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

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

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Hydraulics & Fluid Mechanics
The surface tension of mercury at normal temperature compared to that of water is

more
same
more or less depending on size of glass tube
less

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Hydraulics & Fluid Mechanics
When a body floating in a liquid, is displaced slightly, it oscillates about

metacentre
center of buoyancy
e.g. of body
center of pressure

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Hydraulics & Fluid Mechanics
To avoid vaporisation in the pipe line, the pipe line over the ridge is laid such that it is not more than

10.0 m above the hydraulic gradient
6.4 m above the hydraulic gradient
2.4 m above the hydraulic gradient
5.0 above the hydraulic gradient

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