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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
The discharge through a siphon spillway is

Cd × a × √(2gH)
Cd × a × √(2g) × H5/2
Cd × a × √(2g) × H2
Cd × a × √(2g) × H3/2

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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
4/RN
16/RN

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Hydraulics and Fluid Mechanics in ME
A nozzle placed at the end of a water pipe line discharges water at a

High pressure
High velocity
Low pressure
Low velocity

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Hydraulics and Fluid Mechanics in ME
The velocity through a channel of circular section will be maximum when the depth of water is __________ the diameter of the circular channel.

0.34 times
0.81 times
0.67 times
0.95 times

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Hydraulics and Fluid Mechanics in ME
Center of pressure on an inclined plane is

At metacentre
At the Centroid
Above the Centroid
Below the Centroid

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Hydraulics and Fluid Mechanics in ME
Poise is the unit of

viscosity
shear stress in fluids
surface tension
capillarity

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MORE MCQ ON Hydraulics and Fluid Mechanics in ME

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