Sedimentation process and design of settling systems

This book is designed to serve as a comprehensive source of information of sedimentation processes and design of settling systems, especially as applied to design of such systems in civil and environmental engineering. The book begins with an introduction to sedimentation as a whole and goes on to c...

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Bibliographic Details
Main Author: De, Alak, (Author)
Format: eBook
Language: English
Published: New Delhi, India : Springer, 2017.
Series: Springer transactions in civil and environmental engineering.
Subjects:
ISBN: 9788132236344
9788132236320
Physical Description: 1 online resource

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020 |z 9788132236320  |q (print) 
024 7 |a 10.1007/978-81-322-3634-4  |2 doi 
035 |a (OCoLC)968926391  |z (OCoLC)969423791  |z (OCoLC)969637460  |z (OCoLC)974651106  |z (OCoLC)981818480  |z (OCoLC)1005804600  |z (OCoLC)1011994983  |z (OCoLC)1048151770  |z (OCoLC)1058628312  |z (OCoLC)1066524629  |z (OCoLC)1086469242 
100 1 |a De, Alak,  |e author. 
245 1 0 |a Sedimentation process and design of settling systems /  |c Alak De. 
264 1 |a New Delhi, India :  |b Springer,  |c 2017. 
300 |a 1 online resource 
336 |a text  |b txt  |2 rdacontent 
337 |a počítač  |b c  |2 rdamedia 
338 |a online zdroj  |b cr  |2 rdacarrier 
490 1 |a Springer transactions in civil and environmental engineering 
504 |a Includes bibliographical references and indexes. 
505 0 |a Preface; Acknowledgements; Contents; Chapter 1: Introduction; 1.1 Sedimentation; 1.2 Settling System; 1.3 Approach to the Study; Chapter 2: Developments in Settling Studies; 2.1 Literature Review; 2.2 Developments; References; Chapter 3: Velocity Profile Theorem; 3.1 Velocity Profile Theorem and Its Application to Deduce Settling Theories; 3.1.1 Velocity Profile Theorem; 3.1.2 Computation of Area of Velocity Profile Diagram; 3.2 Application to Deduce Settling Theories; 3.2.1 Ideal Settling Theory; 3.2.2 Theory of `Tube Settlinǵ 
505 8 |a 3.2.2.1 Computation of Solids Removal for Particles Having vs vci3.2.2.2 Computation of Solids Removal for Particles Having vs vci ; 3.2.3 Application to Numerical Problem; Appendix; Notations; References; Chapter 4: Sedimentation Process; 4.1 Settleables and Non-settleables; 4.2 Characteristic Classification of Sedimentation Process; Reference; Chapter 5: Discrete Settling; 5.1 Class-I Clarification or Discrete Settling; 5.1.1 Derivation of Settling Velocity (vs) Equation; 5.1.2 Settling Velocity Calculations; 5.2 Ideal Settling Theory; 5.2.1 Ideal Settling Tanks. 
505 8 |a 5.2.2 Framework of Assumptions in Ideal Settling Theory5.2.3 Critical Velocity, Overflow Velocity, Surface Loading; 5.2.4 Removal of Solids; Appendices; Appendix -- 1; Appendix -- 2; Appendix -- 3; Notations; References; Chapter 6: Flocculant Settling; 6.1 Class-II Clarification or Flocculant Settling: Here the Particles Develop Flocs as They Settle and Fall with Accelerated V ... ; 6.1.1 Discrete and Flocculant Settling; 6.1.2 Flocculation; 6.2 Contacts Between Particles; 6.2.1 Number of Contacts Between Particles Due to Differential Velocities. 
505 8 |a 6.2.2 Number of Contacts Between Particles Due to Velocity Gradients6.2.3 Control on the Number of Contacts; 6.3 Computation of the Removal of Flocculant Solids; Notations; References; Chapter 7: Zone Settling and Compression; 7.1 Settling of Sludge; 7.1.1 Characteristic Zones in Batch Settling of Sludge; 7.1.2 Interface Settling Characteristics; 7.2 Zone Settling [(Kynch 1952); (Talmadge and Fitch 1955)]; 7.2.1 Theory of Zone Settling; 7.2.2 Application of Zone Settling Theory to the Thickener in Continuous Operation; 7.3 Compression (Coulson and Richardson 1955); Notations; References. 
505 8 |a Chapter 8: New Mode of Column Settling Data Analysis8.1 Introduction; 8.2 Need for Revision of the Method of Analysis; 8.2.1 Conventional Analysis for `Discrete Suspension;́ 8.2.2 Inadequacies in the Analysis of Discrete Suspension (De 1998); 8.2.3 Need for the Revision of the Mode of Analysis (De 1998); 8.2.4 In Quest of a Revised Mode of Analysis (De 1998); 8.2.5 Need for the Critical Evaluation Mode of Analysis for Flocculant Suspension; 8.2.6 Conventional Analysis for Flocculant Suspension; 8.2.7 Inadequacies in the Analysis for Flocculant Suspension (De 1998). 
506 |a Plný text je dostupný pouze z IP adres počítačů Univerzity Tomáše Bati ve Zlíně nebo vzdáleným přístupem pro zaměstnance a studenty 
520 |a This book is designed to serve as a comprehensive source of information of sedimentation processes and design of settling systems, especially as applied to design of such systems in civil and environmental engineering. The book begins with an introduction to sedimentation as a whole and goes on to cover the development and details of various settling theories. The book traces the chronological developments of the comprehensive knowledge of settling studies and design of settling systems from 1889.A new concept of 'Velocity Profile Theorem', tool for settling problem analysis, has been employed to the analysis of the phenomenon of short circuiting. Complete theory of tube settling has been developed and its application to the computation of residual solids from the assorted solids through the same has been demonstrated. Experimental verification of the tube settling theory has also been presented. Field-oriented compatible design and operation methodology of settling system has been developed from the detailed study of a real settling system. New parameter for settling performance comparison appears to do justice for its purpose. Design methodology of high rate settling systems has been presented with worked out examples and the flexibility of control of operation has been shown. Lastly, along with the presentation of all the theories of 'Thickener Design' the same problem of thickening has been solved with all the methods to reveal the variation in the designed thickeners. The contents of this book will be useful to students, researchers, and professional engineers alike. 
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830 0 |a Springer transactions in civil and environmental engineering. 
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