1st Edition

Activated Sludge Process Design and Control, Second Edition

Edited By Wesley Eckenfelder Copyright 1998
    334 Pages
    by CRC Press

    348 Pages
    by CRC Press

    Contents: Process Theory Kinetics and Sludge Quality Control: Activated Sludge Process - Process Theory - Activated Sludge Separation Problems - References
    Activated Sludge Treatment of Municipal Wastewater U.S.A. Practice: General Approach - Clarifier Design - Aeration Tank (Reactor) Design - Appurtenance Design - Configurations - References
    European Practices: Introduction - Historical Perspective - Process Design - Models - Dynamic Models - Aeration Systems - Alternatives to the Main Types of Aeration Units - Secondary Settlement - Process Sequences - Instrumentation, Control, and Automation (ICA) - Some Other Process Variants - Future Trends - References
    Activated Sludge Treatment of Industrial Waters: Introduction - Pretreatment of Industrial Wastewater - Characterization of Industrial Wastewater - Principles of Biological Oxidation - Acclimation of Biological Sludges - Kinetics of Organic Removal - Activated Sludge Effluent Variability - Bioinhibition of the Activated Sludge Process - Effect of Temperature - Sludge Quality Control - Stripping of Volatile Organics - Nitrification and Denitrification - Activated Sludge Processes - Treatment of Industrial Wastewaters in Municipal Activated Sludge Plants - Application of Powdered Activated Carbon (PACT) - Final Clarification - Effluent Suspended Solids Control - Laboratory and Pilot Plant Procedures for the Development of Process Design Criteria - Activated Sludge Design Procedure for Soluble Wastewater Using Complete Mix Activated Sludge - Design Procedure for a Wastewater Containing Degradable Influent Volatile Suspended Solids - Design for Priority Pollutant Removal - References.

    Process Theory Kinetics and Sludge Quality Control.
    Activated Sludge Treatment of Municipal Wastewater U.S.A. Practice.
    European Practices: Activated Sludge Treatment of Industrial Waters.
    CONTRIBUTORS
  • A. L. Downing, D.Sc., Fi.Chem.E., England
  • W. Wesley Eckenfelder, D.Sc., P.E., Eckenfelder, Inc.
  • Petr Grau, D.Sc.B., Prague Institute of Chemical Technology, Czechoslovakia
  • Mark Hsu, Ph.D., P.E., D.E.E., Greeley & Hansen
  • John L. Musterman, Ph.D., P.E., Eckenfelder, Inc.
  • Jiri Wanner, Ph.D., Prague Institute of Chemical Technology, Czechoslovakia
  • Thomas E. Wilson, Ph.D., P.E., D.E.E., Greeley & Hansen
  • John L. Musterman, Ph.D., P.E., Eckenfelder, Inc.
  • Jiri Wanner, Ph.D., Prague Institute of Chemical Technology, Czechoslovakia
  • Thomas E. Wilson, Ph.D., P.E., D.E.E., Greeley & Hansen
  • Biography

    Eckenfelder\, Wesley