E-Book, Englisch, 355 Seiten
Mackowiak Fluid Dynamics of Packed Columns
1. Auflage 2009
ISBN: 978-3-540-88781-2
Verlag: Springer-Verlag
Format: PDF
Kopierschutz: Adobe DRM (»Systemvoraussetzungen)
Principles of the Fluid Dynamic Design of Columns for Gas/Liquid and Liquid/Liquid Systems
E-Book, Englisch, 355 Seiten
ISBN: 978-3-540-88781-2
Verlag: Springer-Verlag
Format: PDF
Kopierschutz: Adobe DRM (»Systemvoraussetzungen)
Weitere Infos & Material
1;Foreword by Prof. Górak, Technical University of Dortmund;4
2;Foreword by Prof. Dr. Ing. A. Mersmann, TechnicalUniversity of Munich;6
3;Preface;8
4;Summary;11
5;Structure;12
6;Acknowledgments;14
7;Contents;15
8;Part 1 Principles of the Fluid Dynamic Design of Packed Columns for Gas/Liquid Systems;18
8.1;Formula Variables, Latin Letters;19
8.2;Formula Variables, Greek Letters;23
8.3;Dimensionless Numbers;24
8.4;Indices;25
8.5;Mathematical Operator Symbols;25
8.6;Abbreviations;25
8.7;Material Designation;26
9;1 Introduction;27
9.1;1.1 General Information on Packed Columns;27
9.2;1.2 Development of Packed Columns and Their Significance in Rectification and Absorption Technology;30
9.3;1.3 Brief Overview of Existing Monographs and/or Complex Reviews on Packed Column Design;33
9.4;1.4 Conclusion Chapter 1;37
9.5;References Chapter 1;37
10;2 Two-Phase Flow and Operating Range;40
10.1;2.1 Hydraulic Processes in Packed Columns;40
10.2;2.2 Flooding Point;44
10.2.1;2.2.1 Flooding Mechanisms;44
10.2.2;2.2.2 Droplet Formation in Packed Columns;46
10.2.2.1;Droplet Formation;46
10.2.2.2;Droplet Entrainment;48
10.2.2.3;Estimating the Lower Limit, Which Allows Droplet Formation from Films and Runlets in Packed Columns;48
10.2.3;2.2.3 Literature Overview -- Status of Knowledge;49
10.2.3.1;Conclusions Paragraph 2.2.3 -- Literature Overview;56
10.2.4;2.2.4 New Model of Suspended Bed of Droplets (SBD) for Determining Gas Velocity u V,Fl at Flooding Point;59
10.2.4.1;2.2.4.1 Effective Falling Velocity of a Single Droplet in the Packing u T ;63
10.2.4.2;2.2.4.2 Droplet Size and Range of Droplet Movement;67
10.2.4.3;2.2.4.3 Analogy Between the Falling Process of Particles in Fluidised Beds and the Droplet Fall in Random Packings;69
10.2.4.4;2.2.4.4 Evaluation of Experimental Results for the Range of Low and Moderate Phase Flow Ratios 0 0 at Flooding Point;75
10.2.4.5;2.2.4.5 Influence of Packing Size on Droplet Velocity u 0 ;82
10.2.4.6;2.2.4.6 Deriving the Final Equation for Gas Velocity at Flooding Point u V,Fl ;84
10.2.4.7;2.2.4.6 Influence of the Flow Channel Angle 0 on the Gas Velocity at the Flooding Point u V,Fl ;90
10.2.4.8;2.2.4.7 Comparing Experimental Flooding Point Data and SBD Model Acc. to Eq. ( 2-67 );92
10.2.4.9;2.2.4.7 Evaluation of Experimental Flooding Point Data for the Range of Vacuum Rectification and Normal Pressure Range;92
10.2.4.10;2.2.4.7 Evaluation of Experimental Flooding Point Data for the Pressure Range;99
10.2.4.11;2.2.4.8 New Dimensionless Correlation for Gas Velocity at Flooding Point Based on SBD Model;100
10.2.4.12;2.2.4.9 Evaluation of Experimental Data Using Mersmann0s Film Model [ 3 ];102
10.2.4.13;2.2.4.10 New Equation for Calculating Individual Droplet Velocity u T ;103
10.2.5;2.2.5 Conclusions Chapter 2.2;103
10.3;2.3 Determining Column Diameter;108
10.4;2.4 Lower Loading Line;108
10.4.1;2.4.1 Conclusions Section 2.4 ;109
10.4.1.1;List of Numerical Examples '' Chapter 2 ''Flooding Point'';110
10.4.1.2;Numerical Example 2.1 0 Sections 2.2 .4 and 2.3;110
10.4.1.3;Solution ;111
10.4.1.4;Numerical Example 2.2 -- Chapter 2;114
10.4.1.5;Solution ;114
10.4.1.6;Example 2.3 -- Chapter 2;116
10.4.1.7;Solution;116
10.4.1.8;Numerical Example 2.4 -- Chapter 2;118
10.4.1.9;Solution;119
10.4.1.10;Note;120
10.4.1.11;Numerical Example 2.5 -- Chapter 2;121
10.4.1.12;Solution ;121
10.4.1.13;Note ;124
10.5;2.5 Annex Chapter 2;125
10.5.1;2.4.1 Flood Load Diagrams for Various Random and Structured Packings;125
10.6;References Chapter 2;133
11;3 Pressure Drop of Dry Packed Columns;137
11.1;3.1 Introduction;137
11.2;3.2 Law of Resistance for Single-Phase Flow in Packed Columns;137
11.2.1;Deriving the Equation;137
11.2.2;3.2.1 Determining the Resistance Coefficient for Pall Rings;141
11.2.3;3.2.2 Determining the Resistance Coefficient for Other Random Packings;145
11.2.4;3.2.3 Determining the Resistance Coefficient for Structured Packings;147
11.2.4.1;Influence of the Column Diameter;147
11.2.4.2;Influence of Perforation and Flow Channel Angle in Packing Elements on the Single Flow Pressure Drop;151
11.2.4.3;Law of Resistance;151
11.3;3.3 Introducing a Channel Model Based on Partially Perforated Channel Walls;154
11.3.1;3.3.1 Determining the Resistance Coefficient for Non-perforated Packing Elements;156
11.3.2;3.3.2 Determining the Pressure Drop in Single-Phase Flow -- Final Equation;157
11.3.3;3.3.3 Evaluation of Results;157
11.4;3.4 Conclusions Chapter 3;158
11.4.1;1. Random Packings;159
11.4.2;2. Structured Packings;161
11.4.3;Numerical Examples;162
11.4.4;Numerical Example 3.1;162
11.4.5;Solution;162
11.4.6;Numerical Example 3.2;163
11.4.7;Solution;163
11.4.8;Conclusion;164
11.4.9;Numerical Example 3.3;164
11.4.10;Solution;165
11.4.11;Numerical Example 3.4;165
11.4.12;Solution;166
11.5;3.5 Diagrams for Single-Phase Flow in Packed Columns - Law of Resistance ;175
11.6;References Chapter 3;187
12;4 Pressure Drop of Irrigated Random and Structured Packings;189
12.1;4.1 Introduction and Literature Overview;189
12.1.1;4.1.1 Significance of Pressure Drop for Packed Column Design;189
12.1.2;4.1.2 Literature Overview;190
12.1.2.1;Deriving the Correlation for the Quotient 0p/0p 0 Based on the Channel Model;194
12.1.2.2;Conclusions-- Literature Overview;196
12.2;4.2 Liquid Hold-Up;197
12.2.1;4.2.1 Basic Terms;198
12.2.2;4.2.2 Static Liquid Hold-Up;198
12.2.3;4.2.3 Dynamic Liquid Load Below the Loading Line;199
12.2.4;4.2.4 Analysing the Influence of Various Parameters on Liquid Hold-Up, Based on Literature Data;202
12.2.5;4.2.5 Test Method, Systems and Packing Elements;204
12.2.6;4.2.6 Experimental Results;204
12.2.6.1;4.2.6.1 Liquid Hold-Up Below the Loading Line;205
12.2.6.2;4.2.6.1 Discussion of Experimental Results -- Turbulent Liquid Flow;208
12.2.6.3;4.2.6.1 Discussion of Experimental Results -- Laminar Liquid Flow;213
12.2.6.4;4.2.6.2 Liquid Hold-Up h L,S Above the Loading Line and Below the Flooding Point;216
12.2.7;4.2.7 Conclusions Section 4.2 ;218
12.2.7.1;Numerical Examples for Section 4.2 -- Liquid Hold-Up;220
12.2.7.2;Example 1;220
12.2.7.3;Solution ;220
12.3;4.3 Model for Determining the Pressured Drop of Irrigated Random and Structured Packings, Based on the Known Resistance Coefficient for Single-Phase Flow and the Dimensionless Pressure Drop p/p 0 ;221
12.3.1;4.3.1 Deriving the Model;221
12.3.2;4.3.2 Comparing Calculated and Experimental Values for Laminar Liquid Flow, Re L < 2;223
12.3.3;4.3.3 Determining the Parameter C B for Turbulent Liquid Flow;225
12.3.3.1;4.3.3.1 Determining the Parameter C B,Fl for Operating Conditions at Flooding Point;225
12.3.3.2;4.3.3.2 Determining the Parameter C B Below the Loading Line;226
12.3.3.3;4.3.3.3 Determining the Parameter C B,S for the Operating Range Above the Loading Line and Below the Flooding Point to Calculate the Pressure Drop, acc. to Eq. ( 4-48 );228
12.3.4;4.3.4 Comparing Calculated and Experimental Values for Turbulent Liquid Flow;228
12.3.5;4.3.5 Conclusions Section 4.3 ;237
12.3.5.1;Numerical Example 4.1;241
12.3.5.2;Solution ;242
12.3.5.3;Numerical Example 4.2;243
12.3.5.4;Solution ;243
12.3.5.5;Numerical Example 4.3;245
12.3.5.6;Solution ;246
12.3.5.7;Note;246
12.4;References Chapter 4;258
13;5 Pressure Drop of Irrigated Random and Structured Packings Based on the Law of Resistance for Two-Phase Flow;261
13.1;5.1 Introduction;261
13.2;5.2 Deriving the Model for Determining the Pressure Drop of Irrigated Random and Structured Packings;261
13.3;5.3 Law of Resistance VL = f(Re L ) for Packed Columns with Two-Phase Flow Deriving the Model;262
13.4;5.4 Deriving the Equation for the Calculation of the Pressure Drop of Irrigated Random Packings;263
13.5;5.5 Comparing Calculated and Experimental Values Throughout the Entire Operating Range of Packed Columns;263
13.6;5.6 Evaluation of Results;264
13.6.1;Numerical Example 5.1;278
13.6.2;Solution;278
13.7;References Chapter 5;288
14;6 Fluid Dynamics of Packed Columns for Gas/Liquid Systems -- Summary of Results;289
14.1;6.1 General Information;289
14.2;6.2 Determining the Flooding Point;295
14.3;6.3 Liquid Hold-Up at Flooding Point;295
14.4;6.4 Pressure Drop and Liquid Hold-Up;296
14.4.1;6.4.1 Pressure Drop Below the Loading Line;297
14.4.2;6.4.2 Liquid Hold-Up Below the Loading Line;298
14.4.3;6.4.3 Pressure Drop and Liquid Hold-Up in the Range Between the Loading Line and the Flooding Point;299
14.4.4;6.4.4 Pressure Drop at Flooding Point;300
14.5;6.5 Pressure Drop Calculation Acc. to the VL Model Presented in Chapter 5 ;300
14.6;6.6 Notes on Tables Containing Technical Data of Random and Structured Packings as Well as Model Parameters Fl / Fl,m for Determining Flooding Point and Pressure Drop;301
14.7;6.7 Validity Range of Correlations;302
14.8;6.8 FDPAK Programme for Fluid Dynamic Design of Columns with Modern Random and Structured Packings;303
14.8.1;6.8.1 Programme Information;303
14.8.2;6.8.2 Conclusions;309
15;Part 2 Principles of the Fluid Dynamic Design of Packed Columns for Liquid/Liquid Systems;323
15.1;Formula Variables, Latin letters;324
15.2;Formula Variables, Greek Letters;325
15.3;Dimensionless Numbers;325
15.4;Indices;297
15.5;Abbreviations;298
16;7 Basic Principles of Packed Column Design for Liquid/Liquid Systems;327
16.1;7.1 Introduction;327
16.2;7.2 Two-Phase Flow and Operating Ranges;329
16.2.1;7.2.1 Dispersed Phase Hold-Up in Packed Columns Containing Random and Structured Packings;329
16.2.2;7.2.2 Droplet Diameter;336
16.3;7.3 Determining the Flooding Point;337
16.3.1;7.3.1 Introduction;339
16.3.2;7.3.2 Rising and Falling Velocity of Droplets in Packings - New Model;343
16.3.3;7.3.3 Modified Flooding Point Diagram [ 15 ];345
16.3.3.1;Case1: Curve 1 in Figure 7-16 Pure Components and Ternary Systems C D;346
16.3.3.2;Case2: Curve 2 in Figure 7-16 Ternary Systems D C;346
16.3.3.3;Case3: Curve 3 in Figure 7-16 ;347
16.3.4;7.3.4 Model for Determining the Specific Flow Rate of the Dispersed Phase at Flooding Point for Liquid/Liquid Systems;347
16.3.4.1;Comparison of the Model Based on Eqs. ( 7-21 ) and ( 7-19 ) with Literature Data;348
16.3.4.2;Dispersed Phase Hold-Up at the Flooding Point x Fl ;350
16.4;7.4 Conclusions;350
16.4.1;Numerical Examples Chapter 7;352
16.4.2;Numerical Example 7.1;352
16.4.3;Solution;352
16.4.4;Numerical Example 7.2;353
16.4.5;Solution;353
16.4.6;Numerical Example 7.3;354
16.4.7;Solution;354
16.5;References Chapter 7;362
17;Index;363




