1P1 Fluid Mechanics Flashcards

1
Q

Define a fluid.

A

A fluid cannot sustain shear stress when at rest.

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2
Q

Key facts about pressure.

A

Pressure acts noramlly to surfaces
Pressure acts uniformally in all directions

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3
Q

Pressure in a manometer.

A

pm = rho x g x h + patm

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4
Q

How does a mercury barometer work?

A

Weight of mercury in the column = atmospheric pressure

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5
Q

How do you calculate total force on a submergd plate?

A

Integrating the forces along it with respect to area.

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6
Q

How do you find the centre of pressure?

A

Integrating the moments to find the average moment arm needed to balance the force.

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7
Q

Quick way to find horizontal force on a submerged plate.

A

Find the force on a submerged vertical plate wiht the same projected area.

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8
Q

Quick way to find vertical force on a submerged plate.

A

Find the total weight of the water above the plate.

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9
Q

Define the streamline.

A

A line which are in line with the velocity vectors at each point in flow.

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10
Q

Define a stagnation point in a flow.

A

Where the flow velocity is zero.

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11
Q

What is flow seperation?

A

When flow perpetrates from the surface when they cannot follow its curvature.

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12
Q

Define unsteady flow.

A

The trajectory of a particle will change with time.

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13
Q

Define the no slip condition.

A

The fluid at the surface of a body will have 0 velocity.

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14
Q

Define the boundary layer.

A

The layer of fluid around a body where the velocity varies.

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15
Q

Define inviscid flow.

A

Flow where the effects of friction are ignored.

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16
Q

What causes flow seperation.

A

Viscosity.

17
Q

What is true for a control volume in steady flow?

A

A region of fluid where the net mass flow in and out of the volume is zero.
mdot in = mdot out

18
Q

How do you calculate mass flow with a non uniform velocity distribution?

A

mdot = integral(rho x v x dA)

19
Q

How do you calculate mass flow with velocity which is not perpendicular to the area?

A

mdot = rho x A x vn (normal component of velocity)

20
Q

Integral form of momentum flow rate.

A

integral(rho x vel in direction
xv . dA)

21
Q

Where do you derive Bernoulli’s eq from?

A

Apply newton 2 to a fluid element in the streamwise direction.
F = -(dp/ds) dV
F = ma = mv(dv/ds)
Then equate and integrate.

22
Q

What assumptions must you make to apply Bernoulli’s eq?

A

That the flow is incompressible
That it is used along a streamline (sometimes can be used throughout a flow)

23
Q

Where does the normal point in fluid dynamics?

A

Away from the centre of curvature.

24
Q

How do you derive the eq for pressure gradients with streamline curvature?

A

Apply N2 vertically using a pressure differentia.
Then use eq for centripetal force of mv^2/r

25
Q

What is the Coanda Effect.

A

A jet of fluid will attach itself to a body due to its curvature