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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
A Francis turbine is used when the available head of water is

25 m to 250 m
Above 250 m
None of these
0 to 25 m

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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

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

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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

Nearly horizontal
Horizontal
First rise and then fall
Steep

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Hydraulics and Fluid Mechanics in ME
Dynamic viscosity of most of the liquids with rise in temperature

Unpredictable
Increases
Remain unaffected
Decreases

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Hydraulics and Fluid Mechanics in ME
The discharge through a small rectangular orifice is given by (where Cd = Coefficient of discharge for the orifice, a = Cross-sectional area of the orifice, h = Height of the liquid above the centre of the orifice)

Q = (3Cd × a)/√(2h)
Q = (2/3). Cd × a × h
Q = Cd × a × 2gh
Q = (Cd × a)/√(2gh)

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Hydraulics and Fluid Mechanics in ME
Manometer is used to measure

atmospheric pressure
difference of pressure between two points
very low pressure
pressure in pipes, channels etc

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