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Absorption & Stripping Design Common assumptions: Dilute and immiscible gas-liquid phases – L and V streams are constant from stage to stage Concentrated or miscible – L and V streams can increase or decrease from stage to stage How will this affect the number of theoretical stages? Are the analytical equations still valid?

Absorption & Stripping Design

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Page 1: Absorption & Stripping Design

Absorption & Stripping Design •  Common assumptions:

–  Dilute and immiscible gas-liquid phases – L and V streams are constant from stage to stage

–  Concentrated or miscible – L and V streams can increase or decrease from stage to stage

–  How will this affect the number of theoretical stages? –  Are the analytical equations still valid?

Page 2: Absorption & Stripping Design
Page 3: Absorption & Stripping Design

•  What is the goal of absorption or stripping operations? –  Maximum extraction with 100% efficiency (i.e. actual # of stages =

theoretical)

–  High throughput (low residence time)

–  Smallest and simplest possible system (low capital)

•  How do we accomplish this? –  Choose the right absorbing (liquid) or stripping (gas) phase

(equilibrium and immiscibility)

–  Optimize column diameter and height

–  Maximize contact area/volume within column WITHOUT flooding the column or making it unreasonably “slow”

Page 4: Absorption & Stripping Design
Page 5: Absorption & Stripping Design

1. Tray designs

Perforated

Valve cap

Bubble cap

Page 6: Absorption & Stripping Design

2. Random packing materials (p. 659 in text gives properties)

Page 7: Absorption & Stripping Design

2. Pressure drop across random packing (Fig. 10.6-5)

Page 8: Absorption & Stripping Design

2. Structured packing (pressure drop correlation in Fig. 10.6-6)

Page 9: Absorption & Stripping Design

•  Flooding pressure drop given by:

•  How to calculate limiting flow rates and column diameter 1. Select a suitable packing material with Fp (random or structured) 2. Select a suitable GL/GG ratio and a total gas flowrate 3. Calculate ΔPflood

4. Calculate capacity (i.e. flow) parameter at ΔPflood from correlation (Fig. 10.6-5 or 10.6-6)

5. Calculate GG from capacity parameter (this is at flooding) 6. Using suitable % of GG at flooding for actual GG (typically 50-70%,

but varies). Determie GL. 7. Calculate cross sectional area of tower from GG and total gas

flowrate

Putting these pieces together…

Page 10: Absorption & Stripping Design

Diagram of plate absorption towers

L0, x0 V1, y1

LN, xN VN+1, yN+1

L0, x0 V1, y1

LN, xN VN+1, yN+1

Page 11: Absorption & Stripping Design

Diagram of packed absorption towers

V2

y2

L2

x2

V1

y1

L1

x1

z dz

y x