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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
A water tank contains 1.3 m deep water. The pressure exerted by the water per metre length of the tank is

2.89 kN
9.28 kN
28.9 kN
8.29 kN

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Hydraulics and Fluid Mechanics in ME
A pressure of 25 m of head of water is equal to

25 kN/m2
2.5 kN/m2
2500 kN/m2
245 kN/m2

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Hydraulics and Fluid Mechanics in ME
Viscosity of water in comparison to mercury is

Lower
Higher
Same
Higher/lower depending on temperature

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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°
10-15°
50-60°
20-25°

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Hydraulics and Fluid Mechanics in ME
The coefficient of viscosity may be determined by

Orifice type viscometer
Capillary tube method
All of these
Rotating cylinder method

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Hydraulics and Fluid Mechanics in ME
In an isothermal atmosphere, the pressure

remains constant
varies in the same way as the density
decreases linearly with elevation
increases exponentially with elevation

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