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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)

0.707 R
0.423 R
0.577 R
0.223 R

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Hydraulics and Fluid Mechanics in ME
The point at which the resultant pressure on an immersed surface acts, is known as

Centre of depth
Centre of gravity
Centre of pressure
Centre of immersed surface

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Hydraulics and Fluid Mechanics in ME
The force exerted by a moving fluid on an immersed body is directly proportional to the rate of change of momentum due to the presence of the body. This statement is called

Newton's law of viscosity
Newton's law of motion
Newton's law of cooling
Newton's law of resistance

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Hydraulics and Fluid Mechanics in ME
A jet of water discharging from a 40 mm diameter orifice has a diameter of 32 mm at its vena contracta. The coefficient of contraction is

0.46
0.87
0.78
0.64

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Hydraulics and Fluid Mechanics in ME
The buoyancy depends on

mass of liquid displaced
viscosity of the liquid
pressure of the liquid displaced
depth of immersion

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Hydraulics and Fluid Mechanics in ME
Rain drops are spherical because of

atmospheric pressure
air resistance
surface tension forces
viscosity

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