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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
When a piping system is made up primarily of vertical lift and very little pipe friction, the pump characteristics should be

First rise and then fall
Nearly horizontal
Horizontal
Steep

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Hydraulics and Fluid Mechanics in ME
According to Bernoulli's equation

Z - p/w - v²/2g = constant
Z + p/w - v²/2g = constant
Z - p/w + v²/2g = constant
Z + p/w + v²/2g = constant

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Hydraulics and Fluid Mechanics in ME
Practical fluids

possess surface tension
are viscous
possess all the above properties
are compressible

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Hydraulics and Fluid Mechanics in ME
One liter of water occupies a volume of

500 cm3
250 cm3
1000 cm3
100 cm3

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Hydraulics and Fluid Mechanics in ME
The specific weight of water is 1000 kg/m”

at 4°C temperature
at normal pressure of 760 mm
at mean sea level
All listed here

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Hydraulics and Fluid Mechanics in ME
Two pipes of same length and diameters d and 2d respectively are connected in series. The diameter of an equivalent pipe of same length is

between d and 1.5 d
greater than 2d
less than d
between 1.5 d and 2d

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