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Hydraulics and Fluid Mechanics in ME

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)

wh
h/w
w
w/h

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Hydraulics and Fluid Mechanics in ME
A rectangular block 2 m long, 1 m wide and 1 m deep floats in water, the depth of immersion being 0.5 m. If water weighs 10 kN/m3, then the weight of the block is

15 kN
lOkN
20 kN
5kN

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Hydraulics and Fluid Mechanics in ME
A body floating in a liquid is said to be in neutral equilibrium, if its metacentre

Lies between the centre of buoyancy and centre of gravity
Lies above its centre of gravity
Coincides with its centre of gravity
Lies below its centre of gravity

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Hydraulics and Fluid Mechanics in ME
The optimum value of vane exit angle for a centrifugal pump impeller is

30-40°
50-60°
20-25°
10-15°

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Hydraulics and Fluid Mechanics in ME
Stream lines and path lines always coincide in case of

steady flow
uniform flow
laminar flow
turbulent flow

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Hydraulics and Fluid Mechanics in ME
The velocity corresponding to Reynold number of 2800, is called

Lower critical velocity
Higher critical velocity
Super-sonic velocity
Sub-sonic velocity

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