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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
The loss of head due to friction in a pipe of uniform diameter in which a viscous flow is taking place, is (where RN = Reynold number)

1/RN
64/RN
16/RN
4/RN

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Hydraulics and Fluid Mechanics in ME
A glass tube of small diameter (d) is dipped in fluid. The height of rise or fall in the tube given by (where w = Specific weight of liquid, α = Angle of contact of the liquid surface, and σ = Surface tension)

4wd/σ cosα
wd/4σ cosα
4σ cosα/wd
σ cosα/4wd

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Hydraulics and Fluid Mechanics in ME
Head developed by a centrifugal pump depends on

Speed
Fluid density
Both (A) and (B) above
Impeller diameter

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

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Hydraulics and Fluid Mechanics in ME
If the surface of liquid is convex, men

Cohesion pressure is negligible
Cohesion pressure is increased
Cohesion pressure is decreased
There is no cohesion pressure

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Hydraulics and Fluid Mechanics in ME
The unit of viscosity is

kg-sec/meter
Meters² per sec
Newton-sec per meter²
Newton-sec per meter

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