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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
For manometer, a better liquid combination is one having

lower surface tension
higher surface tension
surface tension is no criterion
high density and viscosity

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Hydraulics and Fluid Mechanics in ME
At the center line of a pipe flowing under pressure where the velocity gradient is zero, the shear stress will be

Minimum
Zero
Maximum
Could be any value

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Hydraulics and Fluid Mechanics in ME
The mass per unit volume of a liquid at a standard temperature and pressure is called

None of these
Specific gravity
Specific weight
Mass density

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Hydraulics and Fluid Mechanics in ME
According to Chezy's formula, the discharge through an open channel is (where A = Area of flow, C = Chezy's constant, m = Hydraulic mean depth, and i = Uniform slope in bed)

mi × √(A × C)
C × √(m × i)
A × √(m × i)
AC × √(m × i)

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Hydraulics and Fluid Mechanics in ME
Dimensions of surface tension are

ML°T⁻²
ML r²
ML°T
ML²T²

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Hydraulics and Fluid Mechanics in ME
Two pipe systems can be said to be equivalent, when the following quantites are same

friction factor and diameter
friction loss and flow
flow and length
length and diameter

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