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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
The distance y from pipe boundary, at which the point velocity is equal to average velocity for turbulent flow, is (where R is radius of pipe)

0.577 R
0.707 R
0.223 R
0.423 R

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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
w/h
w
wh

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Hydraulics and Fluid Mechanics in ME
Theoretical power required (in watts) to drive a reciprocating pump is (where w = Specific weight of liquid to be pumped in N/m3, Q = Discharge of the pump in m3/s, Hs = Suction head in meters, and Hd = Delivery head in meters)

wQHs
wQHd
wQ (Hs + Hd)
wQ (Hs - Hd)

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Hydraulics and Fluid Mechanics in ME
Center of pressure compared to e.g. is

Below it
Above it
At same point
Above or below depending on area of body

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Hydraulics and Fluid Mechanics in ME
If the velocity is zero over half of the cross-sectional area and is uniform over the remaining half, then the momentum correction factor is

43924
4
1
2

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

Difference of pressure between two points
Pressure in pipes, channels etc.
Atmospheric pressure
Very low pressure

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