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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
General energy equation holds for

non-uniform flow
laminar flow
turbulent flow
steady flow

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Hydraulics and Fluid Mechanics in ME
A piece weighing 3 kg in air was found to weigh 2.5 kg when submerged in water. Its specific gravity is

5
6
1
7

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Hydraulics and Fluid Mechanics in ME
The Francis formula for the discharge over Cipoletti weir is

1.84 LH5/2
1.84 LH
1.84 LH1/2
1.84 LH3/2

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Hydraulics and Fluid Mechanics in ME
For small discharge at high pressure, following pump is preferred

Mixed flow
Centrifugal
Axial flow
Reciprocating

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Hydraulics and Fluid Mechanics in ME
The total energy line lies over the centre line of the pipe by an amount equal to

Pressure head
Pressure head - velocity head
Velocity head
Pressure head + velocity head

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Hydraulics and Fluid Mechanics in ME
The hydraulic grade line is

always sloping downward in the direction of flow
All of these
never above the energy grade line
always above the centre line of pipe

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