Sedimentation Flashcards

1
Q

Define R’

A

R’ is the force per unit projected area of the particles

R’ = F/(pi*d^2 /4)

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2
Q

Drag force correlation graphs for R’/(ro*u^2)

A
  • Region a (12*Re^-1)
  • Region b (12*Re^-1 + 0.22)
  • Region c (0.22)
  • Region d (0.05)
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3
Q

Method of calculating the drag force

A
  • Take value of R’/(ro*u^2) from graph
  • Insert R’ = 4F/pid^2)
  • Rearrange for F

Example for Laminar region is Stokes Flow
F = 3pimuud

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4
Q

Calculation of terminal velocity of particle

A
  • Take gravitational weight:
    Fg = ro_sVg
  • Take buoyancy:
    Fb = ro_fVg
  • Take value calculated for Fd from R’/(ro*u^2) graph
  • Balance forces (Fd will act in opposite direction to motion)
  • Rearrange for u

(By using V you assume particle is fully submerged)

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5
Q

Assumptions for the validity of terminal velocities

A
  • free settling (not hindered by the presence of other particles)
  • No retarding effects from walls
  • Fluid is continuous medium (particle is much larger than the free path of molecules)
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6
Q

7 other effects on the falling velocity

A
  • Rising velocity (rising particles will generate vortices and slow falling ones)
  • Effect on boundaries
  • Fine particles
  • Fluid trubulence
  • Fluid Motion
  • Non-spherical particles
  • Concentrated solutions
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7
Q

How do rising velocities affect falling velocities

A

Rising particles generate vortices that slow falling ones

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8
Q

How do boundaries affect falling velocities

A
  • Displacement of liquids as particles settle
  • Density of suspension (affects the buoyancy force)
  • Flow pattern of liquid
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9
Q

How does the particles being a fine particle affect its falling velocity

A
  • Very fine particles are affected by natural convection and brownian motion
  • Can also slip and so achieve higher velocities
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10
Q

How does the fluid turbulence affect the falling velocity

A

Eddies formed increase the coefficient of friction and so slow the falling particle

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11
Q

5 factors affecting sedimentation

A
  • Height of suspension
  • Diameter of Vessel (smaller diameters will have retardation effects)
  • Concentration of suspension (higher C = lower rate)
  • Shape of Vessel (inclined walls will have an impact)
  • Flocculation/Coagulation
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12
Q

How to calculate the estimation of dp for a non-spherical particle

A
  • Calculate the projected Area, A
  • Set A = pi*dp^2 /4
  • Solve for dp
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13
Q

Calculating the volume shape factor

A
  • Calculate estimation for dp

- k’ = V/dp^3

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14
Q

Solving for terminal velocity for a non spherical particle

A
  • Calculate estimation for dp
  • Calculate estimation for k’
  • Balance forces for Fd (N.B. V = k’*dp^3)
  • Set Fd = R’ * pi*dp^2
  • Divide both sides by ro*u^2 and multiply by Re^2
  • Use tables to give Re’
  • Use tables to find adjustment to Re’ based on value for k’
  • Take final Re’ value and rearrange for the terminal velocity
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15
Q

When deos flotation occur

A

when ro_s < ro_f

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16
Q

Centrifugation derivation

A
  • Balance “gravitational” forces with buoyancy forces as for sedimentation
  • instead of g use (omega^2 *r)
  • Assume Fd is that for stokes Law but instead of u0 we have dr/dt
  • insert u0 term from previous sedimentation theory
    (u0 = d^2 (ro_s - ro)g/(18gmu)
17
Q

Is there a terminal velocity in centrifugation

A
  • Not as such.

- It is equivalent to an instantaneous terminal velocity in a gravitational velocity raised by a factor r*omega^2 /g