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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
In a lock-gate, the reaction between two gates is (where P = Resultant pressure on the lock gate, and α = Inclination of the gate with the normal to the side of the lock)

p/2sinα
p/sinα
2p/sin (α/2)
2p/sinα

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Hydraulics and Fluid Mechanics in ME
A one dimensional flow is one which

takes place in straight lines
is steady uniform flow
involves zero transverse component of flow
is uniform flow

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Hydraulics and Fluid Mechanics in ME
According to Bazin's formula, the discharge over a rectangular weir is mL2g x H3/2 where m is equal to

0.405 + (H/0.003)
0.003 + (0.405/H)
0.405 + (0.003/H)
0.003 + (H/0.405)

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Hydraulics and Fluid Mechanics in ME
A moving fluid mass may be brought to a static equilibrium position, by applying an imaginary inertia force of the same magnitude as that of the accelerating force but in the opposite direction. This statement is called

D-Alembert’s principle
Archimedes’s principle
Pascal’s law
None of these

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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 velocity of the liquid flowing through the divergent portion of a Venturimeter

Increases
Decreases
Depends upon mass of liquid
Remains constant

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