Vapor-Liquid Separator Design - PowerPoint PPT Presentation

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Vapor-Liquid Separator Design

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Title: Basis For Design Of Standard Vertical KO Pot With No Internals Author: Dick Hawrelak Last modified by: Hawrelak Created Date: 11/13/2000 7:25:48 PM – PowerPoint PPT presentation

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Title: Vapor-Liquid Separator Design


1
Vapor-Liquid Separator Design
  • Presented to CBE 497
  • 15 Jan., 2002.
  • By R. A. Hawrelak

2
The Equation of State
  • Composition, temperature and pressure define the
    Equation Of State (EOS) for process streams in a
    chemical plant.
  • The EOS often shows a particular stream to be a
    two-phase mixture of vapor and liquid.
  • Chemical processes often require separation of
    the vapor stream from the liquid stream.
  • The separation usually takes place in a
    vapor-liquid separator called a knock-out pot.

3
There are 3 Basic Design Zones in any Knock-out
Pot
  • The vapor-liquid inlet line.
  • The vapor zone.
  • The liquid zone.

4
Design Basis Inlet Line
  • Inlet line Baker Two Phase Flow in Perry VI,
    CEHB, Page 5-41.
  • Avoid high, two phase velocity which may atomize
    liquid into particles too small for fluid dynamic
    separation.
  • Avoid Slug Flow regime where vibrations may be
    damaging to inlet pipe.

5
Baker Chart Horizontal Flow
6
Design Basis Vapor Zone
  • The Vapor Zone Perry VI, CEHB, Eq 5-263, page
    5-66.
  • Establish a design basis for liquid entrainment
    in the vapor stream.
  • Select a design liquid particle diameter for
    liquid entrainment in the vapor stream.
  • Select a vessel diameter to establish a terminal
    velocity that will entrain particles smaller than
    the design particle diameter.

7
Design Basis Liquid Zone
  • The Liquid Zone Based on Liquid retention time.
  • Establish liquid residence times for normal
    liquid level variation.
  • Establish liquid residence times for alarming and
    shut-downs beyond normal liquid level variation.

8
Design Basis Vessel Economics
  • Combine the three design zones with Pressure
    Vessel Economics to obtain the most cost
    effective KO Pot.

9
Types of KO Vessels
  • Vertical No Internals

10
Vertical KO With Demister Mesh
11
Peerless KO Pots With Horizontal Flow Chevrons
12
FWG Vertical Flow Chevron Vanes
13
Cyclone KO Pot With Tangential Entry
14
Porta-Test Centrifugal Separator
15
Horizontal KO Pots
  • API-521 Horizontal KO Pot With No Internals

16
API-521 Horizontal KO Pot With Mesh Pad
17
Wu Horizontal With Extended Inlet
18
Kettle Refrigeration Exchanger
19
This Presentation Considers
  • Vertical KO Vessel With No Internals
  • Vertical KO With Mesh Pad
  • As CBE 497 does not get to Phase III Engineering
    where line sizing is a factor, Inlet Line design
    is not part of this presentation.

20
Problem Statement
  • Design a KO Pot to separate 49,423 lb/hr of vapor
    from 382,290 lb/hr of liquid.
  • Working Range liquid level holdup shall be /- 2
    minutes on normal liquid level.
  • Provide 2 minutes liquid holdup from high opg LL
    to Max LL.
  • Provide 2 minutes liquid holdup from low opg LL
    to Min. LL.
  • Total Liquid Retention time 8 minutes.

21
First Design Consideration
  • As the liquid rate is high (382,290 lb/hr),
    liquid volume will probably be the controlling
    design factor.
  • Consider using a Standard Vertical KO Pot with No
    Internals.

22
(No Transcript)
23
Problem Statement Contd
  • Vapor Destination centrifugal compressor.
  • Liquid Destination C2 Splitter reflux.
  • Compressor Spec To prevent damage to the
    compressor, the liquid droplet size in the inlet
    vapor stream shall not exceed a particle
    diameter, Dp, of 150 to 300 microns.
  • Design Spec To achieve a goal of 150 microns,
    design the KO Pot for a particle diameter, Dp
    100 microns.
  • Rate a 10 ft. dia. x 31 ft. t-t KO Pot.

24
Summary Of All Reqd Input
25
Step (1) Calc CFS Of Vapor
  • CFS Vapor cubic feet per second.
  • CFS Vapor Wv / 3600 / Dv.
  • CFS Vapor 16.29 cubic ft. per sec.

26
Step (2) Calc ( C )( Re2 )
  • CRe2 from Perry VI - Eq 5-263
  • CRe2 (A)( Constant)
  • A (Dp/304800)3 (DL - Dv)(Dv) / cP2
  • Constant (432.2/3/0.000671972)
  • CRe2 1,411.49
  • Where C Drag Coefficient
  • Re Particle Reynolds Number

27
Step (3) Calc Drag Coefficient, C
  • Table 5-22, Perry VI, Page 5-67, gives C values
    versus CRe2. These values have been curve fitted
    to a polynomial for the Re range 0.1 to 2,000 as
    follows
  • C EXP(6.496-1.1478LN(CRe2)
  • 0.058065LN(CRe2)2 -0.00097081LN(CRe2)3
    )
  • C 2.35 for the example presented

28
Step (4) Calc Particle Reynolds Number, Re
  • Re (CRe2 / C)0.5
  • Re 24.5
  • Re falls within range 0.1 lt Re lt 2,000
  • OK to proceed to Step (5)

29
Step (5) Calc Drop Out Velocity
  • Drop Out velocity, ut, from Perry VI - Eq
    5-264.
  • Ut Re / C432.2 cP 0.00067197 (DL-Dv) / 3
    / Dv20.333333.
  • Ut 0.4659 ft./sec.

30
Step (6) Calc Vessel Diameter
  • Area (CFS / ut) (3.14 / 4 )(D)2.
  • KO Dia (CFS / ut /0.785)0.5.
  • KO Dia 6.67 ft.
  • Round Diameter to Nearest 3.
  • Rounded Diameter 7 0.

31
Step (7) Calc Ht. Above C.L. Of Inlet Nozzle, L1
  • L1 Vapor ht. Referenced to C.L. Of inlet nozzle.
  • L1 Vapor ht. 3 ft. 0.5(Noz Diam.).
  • L1 Vapor ht. 3.83 ft. (C.L. to top t-L).
  • See Design Uncertainty at end of this report for
    future addition of a demister pad, if required.

32
Step (8) Calc Liquid Vol, L3, For Specified
Retention Time
  • Cubic Ft. Of Liquid Vol L3.
  • Vol L3 (WL)(Ø min.) / DL / 60 cu. ft.
  • Vol L3 1,629.02 cu. Ft.

33
Step (9) Calc Liq Vol for minimum of 2 ft.
Liquid.
  • Liq Vol For 2 Ft. Minimum Liq Vol Vol L2 ft.
    (p)(2)(Dia)2 / 4.
  • Vol L2 ft. 76.97 cu. Ft.

34
Step (10) Select Maximum of L3 Vol or L2 ft.
Vol.
  • Vol L3 1,629.02 cu. Ft.
  • Vol L2 76.97 ft. cu. Ft. cu. Ft.
  • Max Liquid Vol 1,629.02 cu. Ft.

35
Step (11) calculate L3, ft.
  • L3 (Vol L3)(4) / (p)(Vessel Dia)2.
  • L3 42.33 ft.
  • This makes the vessel roughly 7 ft. in diam with
    an unusually high liquid level (L3).

36
Step (12) Document Liquid Retention Time
  • Stated Liquid Retention Time Required from Max to
    Min Liquid Level 8 minutes.

37
Step (13) Calculate L2
  • L2 is the height from the C.L. of the inlet
    nozzle to the max Liquid level.
  • L2 0.25(L3) 0.5(Inlet Nozzle dia.).
  • L2 (0.25)(42.33) (0.5)(20/12) 11.42 ft.

38
Step (14) Calculate t-t Length
  • L total t-t L1 L2 L3.
  • L total t-t 3.83 11.42 42.33.
  • L total t-t 57.58.
  • L/D 57.58 / 6.67 8.63.
  • Economic L/D range between 3 to 4.
  • Repeat Process with lower Dp to increase dia and
    lower t-t length.
  • Second Pass. Try Dp 50 microns.

39
Other Design Steps
  • Step (15) Check L/D ratio (Goal 4-6)
  • Step 16 Old Schieman Sizing Method.
  • Step (17)Calculate Liquid Entrainment (HTRI).
  • Step (18) Determine Flow Regime for Inlet Pipe
    using Baker Chart for Horizontal Flow.

40
Summary
41
Vertical KO Pot with Demister Pad
42
Design Basis
  • Design is vapor liquid systems with lower liquid
    rates.
  • The particl size is usually set at a default
    value of 500 microns, which is rain drop sized
    particles.
  • The wire mesh demister pad is usually 6 to 12
    inches thick.
  • The vapor stream will exit with liquid drops no
    greater than 3 microns.

43
Design Procedure
  • The design procedure is exactly the same as for
    KO Pots without internals.
  • Set the particle size at 500 microns and proceed
    as before till an economic vessel with and L/D
    range of 3 to 4 is found.

44
Design Uncertainty
  • If the design is based on a vertical vessel with
    no internals and there is some uncertainty that
    the KO Pot will achieve the desired liquid
    particle size, provision can be made to add a
    wire mesh demister pad at a later date.

45
Future Demister Pad
  • Make L1 a minimum of 3 ft. 0.5(inlet nozzle
    dia.) for vessel diameters 4 ft. and smaller.
  • For vessels larger than 4 ft. in dia., make L 1
    0.75(Vessel dia.).
  • This will allow room to add a demister at a later
    date, if needed.
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