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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
The specific weight of water in S.I. units is taken as

Any one of these
9.81 × 10-6 N/mm3
9.81 × 103 N/m3
9.81 kN/m3

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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
Could be any value
Maximum

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Hydraulics and Fluid Mechanics in ME
Which of the following statement is correct as regard to water wheels?

They are suitable even for low water heads
All of these
They have slow speeds
They give constant efficiency, even if the discharge is not constant

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Hydraulics and Fluid Mechanics in ME
A fluid in equilibrium can't sustain

Compressive stress
Bending stress
Tensile stress
Shear stress

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Hydraulics and Fluid Mechanics in ME
The velocity at which the flow changes from laminar flow to turbulent flow is called

Super-sonic velocity
Velocity of approach
Critical velocity
Sub-sonic velocity

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Hydraulics and Fluid Mechanics in ME
The point at which the resultant pressure on an immersed surface acts, is known as

Centre of immersed surface
Centre of gravity
Centre of pressure
Centre of depth

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