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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
For very great pressures, viscosity of moss gases and liquids

increases
decreases
shows erratic behaviour
remains same

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Hydraulics and Fluid Mechanics in ME
The water pressure per metre length on a vertical masonry wall of dam is (where w = Specific weight of the liquid, and H = Height of the liquid)

wH2/4
wH/2
wH2/2
wH

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Hydraulics and Fluid Mechanics in ME
Coefficient of discharge for a totally submerged orifice as compared to that for an orifice discharging free is

slightly more
slightly less
nearly half
equal

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Hydraulics and Fluid Mechanics in ME
For pipes, laminar flow occurs when Roynolds number is

less than 2000
less than 4000
between 2000 and 4000
more than 4000

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

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

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Hydraulics and Fluid Mechanics in ME
All the terms of energy in Bernoulli’s equation have dimension of

energy
mass
length
work

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