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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
The theoretical velocity of jet at vena contracta is (where H = Head of water at vena contracta)

2g × √H
H × √(2g)
√(2gh)
2gH

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Hydraulics and Fluid Mechanics in ME
The critical depth meter is used to measure

Hydraulic jump
Velocity of flow in an open channel
Depth of flow in an open channel
Depth of channel

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Hydraulics and Fluid Mechanics in ME
A jet of water discharging from a 40 mm diameter orifice has a diameter of 32 mm at its vena contracta. The coefficient of contraction is

0.78
0.64
0.87
0.46

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Hydraulics and Fluid Mechanics in ME
The eddy viscosity for turbulent flow is

independent of the flow
a function of temperature only
a physical property of the fluid.
dependent on the flow

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Hydraulics and Fluid Mechanics in ME
Dynamic similarity is said to exist between the model and the prototype, if both of them

None of these
Have identical velocities
Are equal in size and shape
Are identical in shape, but differ only in size

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

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

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