Bioavailable phosphorus (bap) fraction in effluent from advanced secondary and tertiary treatment.

Detalles Bibliográficos
Clasificación:Libro Electrónico
Autor principal: Michael Brett
Formato: Electrónico eBook
Idioma:Inglés
Publicado: [Place of publication not identified] : Iwa Publishing
Temas:
Phosphorus.
Water quality bioassay.
Phosphorus
Phosphore.
Eau > Qualité > Essais biologiques.
Water quality bioassay
Acceso en línea:Texto completo
Tabla de Contenidos:
  • Cover
  • Copyright
  • Acknowledgments
  • Abstract and Benefits
  • Table of Contents
  • List of Tables
  • List of Figures
  • List of Acronyms and Abbreviations
  • Executive Summary
  • Chapter 1.0: Introduction
  • 1.1 Introduction
  • 1.2 Objectives
  • Chapter 2.0: Materials and Methods
  • 2.1 Plant Information
  • 2.2 Sampling
  • 2.2.1 Sample Collection
  • 2.2.2 Sample Characterization
  • 2.3 QA/QC
  • 2.3.1 Quality Control Procedures
  • 2.3.2 Quality Assessment Procedures
  • Chapter 3.0: Impact of Filter Size and Autoclaving
  • 3.1 Comparison of Filter Size3.2 Comparison of Autoclaved and Filtered BAP
  • Chapter 4.0: P Speciation and BAP in EBPR Effluents with No Chemical Addition
  • 4.1 Introduction
  • 4.2 Results
  • 4.2.1 Coeur d'Alene
  • Membrane Bioreactor (CDA-MBR)
  • 4.2.2 North Durham Water Reclamation Facility (NDWRF)
  • 4.2.3 Snoqualmie Wastewater Reclamation Facility (SWRF)
  • 4.3 Discussion
  • Chapter 5.0: P Speciation and BAP in MBR Effluents with Chemical Addition
  • 5.1 Introduction
  • 5.2 Results
  • 5.2.1 Broad Run Water Reclamation Facility (BRWRF)
  • 5.2.2 Ruidoso Village Regional Wastewater Treatment Plant (RVRWTP)5.3 Discussion
  • Chapter 6.0: P Speciation and BAP in Single-Stage Tertiary Effluents with Chemical Addition
  • 6.1 Introduction
  • 6.2 Results
  • 6.2.1 South Durham Water Reclamation Facility (SDWRF)
  • 6.2.2 Coeur d'Alene-Tertiary Membrane Filter (CDA-TMF)
  • 6.2.3 Metropolitan Syracuse Wastewater Treatment Plant (MSWTP)
  • 6.2.4 Blue Plains Advanced Wastewater Treatment Plant (BPAWTP)
  • 6.2.5 Hayden First-Stage BlueWater PRO® Effluent (HWRF-1st BW)
  • 6.2.6 City of Las Vegas Water Pollution Control Facility (LVWPCF)6.3 Comparisons
  • Chapter 7.0: P Speciation and BAP in Dual-Stage Tertiary Effluents with Chemical Addition
  • 7.1 Introduction
  • 7.2 Dual-Stage Filtration Process
  • 7.2.1 Rock Creek Wastewater Treatment Plant (RCWTP)
  • 7.2.2 Durham Advanced Wastewater Treatment Plant (DAWTP)
  • 7.2.3 Iowa Hill Wastewater Treatment Plant (IHWTP)
  • 7.2.4 Coeur d'Alene-Blue PRO® (CDA-CUMF)
  • 7.2.5 Hayden Second-Stage BlueWater PRO® Effluent (HWRF-2nd BW)
  • 7.2.6 Farmers Korner Wastewater Treatment Plant (FKWTP)
  • 7.3 DiscussionChapter 8.0: Impact of Advanced P Removal Process
  • 8.1 Impact of Different P Removal Processes
  • 8.2 Impact of Chemical Addition
  • Chapter 9.0: Comparison of Chemical Analysis and Bioassay Outcomes
  • 9.1 Introduction
  • 9.2 Results
  • 9.2.1 tBAP vs. TP and TRP
  • 9.2.2 sBAP vs. SP and SRP
  • Chapter 10.0: Bioavailability of Different P Species
  • 10.1 Introduction
  • 10.2 Materials and Methods
  • 10.3 Results
  • 10.3.1 Inorganic P Compounds
  • 10.3.2 Organic P compounds
  • 10.3.3 Humic Substances
  • 10.3.4 SP Uptake Rate Experiments

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