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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
The pressure intensity in kN/m2 (or kPa) at any point in a liquid is (where w = Specific weight of liquid, and h = Depth of liquid from the surface)

h/w
wh
w/h
w

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Hydraulics and Fluid Mechanics in ME
The continuity equation is connected with

Open channel/pipe flow
Conservation of mass
Compressibility of fluids
Steady/unsteady flow

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

100 cm3
250 cm3
500 cm3
1000 cm3

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Hydraulics and Fluid Mechanics in ME
A manometer is used to measure

Atmospheric pressure
Pressure in pipes and channels
Pressure in Venturimeter
Difference of pressures between two points in a pipe

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Hydraulics and Fluid Mechanics in ME
For laminar flow in circular pipes, the Darcy’s friction factor f is equal to

16/Re
64/ Re
None of these
32/ Re

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Hydraulics and Fluid Mechanics in ME
The velocity distribution for laminar flow through a circular tube

varies parabolically with maximum at the centre
is constant over the cross-section
None of these
varies linearly from zero at walls to maximum at centre

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