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Hydraulics and Fluid Mechanics in ME

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

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

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Hydraulics and Fluid Mechanics in ME
If the depth of water in an open channel is greater than the critical depth, the flow is called

Turbulent flow
Critical flow
Tranquil flow
Torrential flow

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Hydraulics and Fluid Mechanics in ME
A body floats in stable equilibrium

Metacentre has nothing to do with position of e.g. for determining stability
When its e.g. is below its center of buoyancy
When the metacentre is above e.g.
When its meatcentric height is zero

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Hydraulics and Fluid Mechanics in ME
The force exerted (in Newton) by a jet of water impinging normally on a fixed plate is (where w = Specific weight of water in N/m3, a = Cross-sectional area of jet in m², and V = Velocity of jet in m/s)

waV / g
waV / 2g
waV² / 2g
waV² / g

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Hydraulics and Fluid Mechanics in ME
In a free nappe,

The pressure below the nappe is negative
The pressure below the nappe is atmospheric
The pressure above the nappe is negative
The pressure above the nappe is atmospheric

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Hydraulics and Fluid Mechanics in ME
The horizontal component of buoyant force is

None of these
Negligible
Zero
Same as buoyant force

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