Sedimentation process and design of settling systems:
Gespeichert in:
| 1. Verfasser: | |
|---|---|
| Format: | Elektronisch E-Book |
| Sprache: | English |
| Veröffentlicht: |
New Delhi
Springer
2017
|
| Schriftenreihe: | Springer transactions in civil and environmental engineering
|
| Schlagworte: | |
| Online-Zugang: | BTU01 FAB01 FAW01 FHA01 FHI01 FHN01 FHR01 FKE01 FLA01 FRO01 FWS01 FWS02 TUM01 UBY01 Volltext Inhaltsverzeichnis |
| Beschreibung: | 1 Online-Ressource (xvii, 333 Seiten) Illustrationen, Diagramme, Pläne |
| ISBN: | 9788132236344 |
| ISSN: | 2363-7633 |
| DOI: | 10.1007/978-81-322-3634-4 |
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Datensatz im Suchindex
| DE-BY-FWS_katkey | 637436 |
|---|---|
| _version_ | 1806180824666603520 |
| adam_text | Contents
1 Introduction 1
1 1 Sedimentation 1
1 2 Settling System 1
1 3 Approach to the Study 2
2 Developments in Settling Studies 5
2 1 Literature Review 5
2 2 Developments 30
References 33
3 Velocity Profile Theorem 37
3 1 Velocity Profile Theorem and Its Application to Deduce
Settling Theories 37
311 Velocity Profile Theorem 37
312 Computation of Area of Velocity Profile Diagram 39
3 2 Application to Deduce Settling Theories 39
321 Ideal Settling Theory 39
322 Theory of ‘Tube Settling’ 40
3221 Computation of Solids Removal for
Particles Having vs vci 43
3222 Computation of Solids Removal for
Particles Having vs v„- 43
323 Application to Numerical Problem 44
Appendix 46
Notations 46
References 47
4 Sedimentation Process 49
4 1 Settleables and Non-settleables 49
4 2 Characteristic Classification of Sedimentation Process 50
Reference 51
XI
Contents
5 Discrete Settling 53
5 1 Class-I Clarification or Discrete Settling 53
511 Derivation of Settling Velocity (ys) Equation 54
512 Settling Velocity Calculations 56
5 2 Ideal Settling Theory 69
521 Ideal Settling Tanks 69
522 Framework of Assumptions in Ideal Settling
Theory 74
523 Critical Velocity, Overflow Velocity, Surface
Loading 75
524 Removal of Solids 76
Appendices 82
Appendix - 1 82
Appendix - 2 83
Appendix - 3 85
Notations 86
References 87
6 Flocculant Settling 89
6 1 Class-II Clarification or Flocculant Settling: Here the
Particles Develop Floes as They Settle and Fall with
Accelerated Velocity 89
611 Discrete and Flocculant Settling 89
612 Flocculation 90
6 2 Contacts Between Particles 91
621 Number of Contacts Between Particles Due
to Differential Velocities 92
622 Number of Contacts Between Particles Due
to Velocity Gradients 94
623 Control on the Number of Contacts 97
6 3 Computation of the Removal of Flocculant Solids 99
Notations 103
References 103
7 Zone Settling and Compression 105
7 1 Settling of Sludge 105
711 Characteristic Zones in Batch Settling of Sludge 105
712 Interface Settling Characteristics 107
7 2 Zone Settling 107
721 Theory of Zone Settling 108
722 Application of Zone Settling Theory to the Thickener in
Continuous Operation Ill
7 3 Compression 113
Notations 117
References 118
Contents
xiii
8 New Mode of Column Settling Data Analysis 119
8 1 Introduction 119
8 2 Need for Revision of the Method of Analysis 121
821 Conventional Analysis for ‘Discrete Suspension’ 121
822 Inadequacies in the Analysis of Discrete
Suspension 122
823 Need for the Revision of the Mode of Analysis 126
824 In Quest of a Revised Mode of Analysis 127
825 Need for the Critical Evaluation Mode of Analysis for
Flocculant Suspension 131
826 Conventional Analysis for Flocculant Suspension 132
827 Inadequacies in the Analysis for Flocculant
Suspension 133
828 Need for Revision of the Settling Analysis
for Flocculant Suspension 135
8 3 Revised Mode of Analysis of Column Settling Data 135
831 Test Procedure and Analysis 135
832 Discussion 138
833 Conclusion 138
Notations 141
References 141
9 Analysis of Short Circuiting Phenomena 143
9 1 Introduction 143
9 2 Background of the Present Study 144
921A ‘Thought Evoking Debate’ 144
922 Eliassen’s Demonstration 144
9 3 Analysis 145
931 Effect of Short Circuiting with the Velocities
Varying Along the Width 146
932 Effect of Short Circuiting with the Velocities
Varying Along the Depth 148
9 4 General Treatment of the Foregoing Analyses 150
941 Velocity Profile Theorem 150
942 Analysis of the Effect of Short Circuiting
on Settling 150
9421 Short Circuiting from Widthwise Variation
of Velocity 150
9422 Short Circuiting Resulting from
Depth-Wise Variation of Velocity 153
943 Discussion 154
944 Conclusions 155
Notations 156
Appendix 156
References 162
XIV
Contents
10 In Quest of Parameter for Settling Comparison 163
10 1 Introduction 163
10 2 Concerned ‘Parameters’ Under Review 163
10 2 1 Ideal Efficiency 164
10 2 2 Operational Efficiency 164
10 2 3 Overflow Residual Efficiency 165
10 2 4 Exponential Efficiency 165
10 3 Desirable Characters of a Suitable ‘Parameter’ for Settling
Performance Comparison 165
10 4 Review of the Parameters 166
10 4 1 Ideal Efficiency 166
10 4 2 Operational Efficiency 167
10 4 3 Overflow Residual Efficiency 168
10 4 4 Exponential Efficiency 170
10 5 Determination of Parameters 171
10 5 1 Ideal Efficiency 171
10 5 2 Operational Efficiency 171
10 5 3 Overflow Residual Efficiency Determination 172
10 531 Overflow Residual Efficiency (ORE)
Determination Suggested by Ingersoll
et al (1956): Method 1 172
10 532 Graphical Method for the Determination
of ORE 173
10 5 4 Determination of ‘Exponential Efficiency’ and
Characterisation of Settling Through the Tank 174
Notations 175
References 176
11 Design of Settling System: An Introduction 177
11 1 Settling System and Compatible Design 177
11 2 Settling System 177
11 3 Compatible Design 178
11 4 Development and Presentation of Design Procedure 179
12 Simulation of Real System Settling in Jar Testing 181
12 1 Introduction 181
12 2 Review on Jar Testing Procedure, Its Critical Appraisal
and the Objective of the Study 181
12 2 1 Review 181
12 2 2 Critical Appraisal of the Review 182
12 2 3 Objective of Present Study 183
12 3 A Real Settling System for Compatible Operation with Jar Test
Results 183
12 3 1 Real Settling System 183
12 3 2 Components of a Real Settling System 184
12 3 3 Compatible Operation of the Components 185
Contents
xv
12 4 Materials and Methods 186
12 4 1 Materials Used for Study 186
12 4 2 Methods 187
12 421 Development of Methodology 187
12 5 Methodology Applied 192
12 5 1 Jar Testing 192
12 511 Raw Waters Under Study 192
12 512 Selection of dose 192
12 513 Selection of Flash Mixing Speed 193
12 514 Selection of Flash Mixing Time 193
12 515 Selection of Slow Mixing Time 194
12 516 Selection of Settling Time 194
12 5 2 Compatible Jar Testing and Operation of Real Settling
System 197
12 521 Compatible Settling in Settling Tank 197
12 522 Compatible Operation of Flash Mixing
and Slow Mixing in ‘Real system’ in
Compliance with Condition (Clesceri et al
1998) in 12 5 2 199
12 5 3 Comparison of Doses 201
12 5 4 Lessons Learnt from the Study 202
Notations 203
References 203
13 Compatible Design of a Real Settling System 205
13 1 Introduction 205
13 2 Design of Settling System 206
13 2 1 Design of Jar Testing 206
13 2 2 Basis of Design 207
13 2 3 Procedure for the Compatible Design of Settling
System 208
13 2 4 Compatible Design of Rectangular Tank 214
13 3 Design of Secondary Clarifier 220
13 3 1 Basis of Design 222
13 3 2 Procedure for the Design of Secondary Clarifier 222
Notations 225
References 226
14 Shallow Depth Settling 227
14 1 Introduction and Literature Review 227
14 2 Derivation of General Equation and Computation of Removal 234
14 2 1 Derivation of General Equation 234
14 2 2 Problem Computation of Removal 236
14 3 Settling Column Analysis and Tube Settler 245
Notations 246
References 247
XVI
Contents
15 Verification of Tube Settling Theory 249
15 1 Introduction 249
15 2 Approach to the Study 250
15 3 Materials and Methods 251
15 3 1 Materials 251
15 311 Particles in Suspension 251
15 312 Accessories 251
15 3 2 Methods: The Experimental Set-Up for Critical Length
Determination Is Shown in Fig 15 2 253
15 4 Results and Discussions 255
15 4 1 Results 255
15 4 2 Discussions 256
15 5 Conclusions 261
Notations 261
References 261
16 Residual of the Assorted Solids Through Shallow Depth Settler 263
16 1 Introduction 263
16 2 Literature Review 263
16 3 Development of Methodology 266
16 3 1 Settling Characteristics of Settleables Through
Shallow-Depth Settler 266
16 3 2 Settling Velocity Distribution Among the Particles
Exhibiting Discrete Settling in Shallow-Depth
Settler 266
16 3 3 Flow Velocity Distribution Over the Tube Cross
Section 270
16 3 4 Computation of Removal of Solids 271
16 4 Application to Numerical Problem 272
16 5 Conclusions 275
Notations 275
References 275
17 Control Application on Design Parameters 277
17 1 Introduction 277
17 2 Design Parameters 278
17 3 Influence of the Changes in the Parameters on the Critical Fall
Velocity 278
17 4 Control Limitations of the Design Parameters 279
17 4 1 Limitation of the Angle of Inclination (0)
of the Tube 279
17 4 2 Limitation of Mean Flow-Through
Velocity (vmean) 281
17 4 3 Limitation of Diameter (2R) of the Tube 282
17 4 4 Limitation of the Length (L) of the Tube 282
17 5 Control Application to the Design of Tube Settler 282
Contents xvii
17 6 Conclusion: What Follows from the Foregoing Discussions
Are Presented Below 284
Notations 285
References 285
18 Design of High-Rate Settlers 287
18 1 Introduction 287
18 2 Recommendations and Observations 287
18 2 1 Recommendations 288
18 2 2 Observations 292
18 3 Design of Tube Settling System 293
18 3 1 Basis of Design 293
18 3 2 Design Method 293
Notation 296
References 297
19 Design of System Module for Couette Flow Settler 299
19 1 Introduction 299
19 2 Theory of ‘Couette Flow’ Settling 299
19 3 Control of Couette Flow Settling Parameters 301
19 4 Basis of Design 302
19 5 Problem Design of ‘Couette Flow Module’ for the Removal
of Solids 302
19 6 Conclusion 307
Notations 308
References 308
20 Design of Thickeners 309
20 1 Introduction 309
20 2 Methods of Thickener Design 309
20 2 1 Coe and Clevenger’s Method 309
20 2 2 Method of Design Based on Robert’s Derivation 314
20 2 3 Method of Design Based on Kynch’s Theory
of Sedimentation 317
20 2 4 Talmadge and Fitch’s Method of Thickener Design 319
20 2 5 Flux Flow Method of Thickener Design 321
20 251 Batch Settling of Sludge 321
20 252 Batch Flux Curve 322
20 253 Underflow Flux Curve 323
20 254 Total Flux FT 323
20 255 Flux Flow Method 324
20 256 Yoshioka’s Modification 324
20 257 Design Steps 325
Notations 328
References 328
Author Index 329
Subject Index
|
| any_adam_object | 1 |
| author | De, Alak |
| author_facet | De, Alak |
| author_role | aut |
| author_sort | De, Alak |
| author_variant | a d ad |
| building | Verbundindex |
| bvnumber | BV044024148 |
| classification_tum | ELT 000 MAS 000 |
| collection | ZDB-2-ENG |
| ctrlnum | (ZDB-2-ENG)978-81-322-3634-4 (OCoLC)971235987 (DE-599)BVBBV044024148 |
| dewey-full | 624.15 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 624 - Civil engineering |
| dewey-raw | 624.15 |
| dewey-search | 624.15 |
| dewey-sort | 3624.15 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Bauingenieurwesen Elektrotechnik Maschinenbau |
| doi_str_mv | 10.1007/978-81-322-3634-4 |
| format | Electronic eBook |
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| id | DE-604.BV044024148 |
| illustrated | Not Illustrated |
| indexdate | 2024-08-01T12:31:03Z |
| institution | BVB |
| isbn | 9788132236344 |
| issn | 2363-7633 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-029431592 |
| oclc_num | 971235987 |
| open_access_boolean | |
| owner | DE-859 DE-860 DE-91 DE-BY-TUM DE-1046 DE-1043 DE-Aug4 DE-898 DE-BY-UBR DE-861 DE-573 DE-863 DE-BY-FWS DE-706 DE-634 DE-862 DE-BY-FWS DE-92 |
| owner_facet | DE-859 DE-860 DE-91 DE-BY-TUM DE-1046 DE-1043 DE-Aug4 DE-898 DE-BY-UBR DE-861 DE-573 DE-863 DE-BY-FWS DE-706 DE-634 DE-862 DE-BY-FWS DE-92 |
| physical | 1 Online-Ressource (xvii, 333 Seiten) Illustrationen, Diagramme, Pläne |
| psigel | ZDB-2-ENG ZDB-2-ENG_2017 |
| publishDate | 2017 |
| publishDateSearch | 2017 |
| publishDateSort | 2017 |
| publisher | Springer |
| record_format | marc |
| series2 | Springer transactions in civil and environmental engineering |
| spellingShingle | De, Alak Sedimentation process and design of settling systems Engineering Hydrology Engineering geology Engineering / Geology Foundations Hydraulics Water pollution Geoengineering, Foundations, Hydraulics Waste Water Technology / Water Pollution Control / Water Management / Aquatic Pollution Hydrology/Water Resources Geologie Ingenieurwissenschaften |
| title | Sedimentation process and design of settling systems |
| title_auth | Sedimentation process and design of settling systems |
| title_exact_search | Sedimentation process and design of settling systems |
| title_full | Sedimentation process and design of settling systems Alak De |
| title_fullStr | Sedimentation process and design of settling systems Alak De |
| title_full_unstemmed | Sedimentation process and design of settling systems Alak De |
| title_short | Sedimentation process and design of settling systems |
| title_sort | sedimentation process and design of settling systems |
| topic | Engineering Hydrology Engineering geology Engineering / Geology Foundations Hydraulics Water pollution Geoengineering, Foundations, Hydraulics Waste Water Technology / Water Pollution Control / Water Management / Aquatic Pollution Hydrology/Water Resources Geologie Ingenieurwissenschaften |
| topic_facet | Engineering Hydrology Engineering geology Engineering / Geology Foundations Hydraulics Water pollution Geoengineering, Foundations, Hydraulics Waste Water Technology / Water Pollution Control / Water Management / Aquatic Pollution Hydrology/Water Resources Geologie Ingenieurwissenschaften |
| url | https://doi.org/10.1007/978-81-322-3634-4 http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=029431592&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| work_keys_str_mv | AT dealak sedimentationprocessanddesignofsettlingsystems |