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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
The force per unit length is the unit of

Compressibility
Viscosity
Surface tension
Capillarity

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Hydraulics and Fluid Mechanics in ME
The loss of head due to viscosity for laminar flow in pipes is (where d = Diameter of pipe, l = Length of pipe, v = Velocity of the liquid in the pipe, μ = Viscosity of the liquid, and w = Specific weight of the flowing liquid)

32μvl/wd²
4μvl/wd²
8μvl/wd²
16μvl/wd²

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Hydraulics and Fluid Mechanics in ME
An average value of coefficient of velocity is

0.76
0.97
0.84
0.62

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Hydraulics and Fluid Mechanics in ME
Specific weight of water in S.I. units is equal to

1000 N/m3
9.81 xlO6 N/m3
10000 N/m3
9.81 xlO3 N/m3

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Hydraulics and Fluid Mechanics in ME
If the coefficient of discharge is 0.6, then the discharge over a right angled notch is

7.141 H5/2
4.171 H5/2
1.417 H5/2
0.417 H5/2

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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

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

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