Waste stabilisation ponds /

Detalles Bibliográficos
Clasificación:Libro Electrónico
Autor principal: Sperling, Marcos von (Autor)
Formato: Electrónico eBook
Idioma:Inglés
Publicado: London : IWA Publishing, 2007.
Colección:Biological wastewater treatment series ; volume 3.
Temas:
Sewage lagoons.
Surface impoundments.
Bassins de stabilisation des eaux usées.
Environmental science, engineering and technology.
Industrial applications of scientific research and technological innovation.
Mathematics and science.
Sanitary and municipal engineering.
Science: general issues.
Technology, engineering, agriculture.
Water supply and treatment.
Surface impoundments
Sewage lagoons
Acceso en línea:Texto completo
Tabla de Contenidos:
  • Cover
  • Copyright
  • Contents
  • Preface
  • The author
  • 1. Overview of stabilisation ponds
  • 2. Facultative ponds
  • 2.1 Introduction
  • 2.2 Description of the process
  • 2.3 Influence of algae
  • 2.4 Influence of environmental conditions
  • 2.5 Design criteria
  • 2.6 Estimation of the effluent BOD concentration
  • 2.7 Pond arrangements
  • 2.8 Sludge accumulation
  • 2.9 Operational characteristics
  • 2.10 Polishing of pond effluents
  • 3. System of anaerobic ponds followed by facultative ponds
  • 3.1 Introduction
  • 3.2 Description of the process
  • 3.3 Design criteria for anaerobic ponds3.4 Estimation of the effluent BOD concentration from the anaerobic pond
  • 3.5 Design of facultative ponds following anaerobic pond
  • 3.6 Sludge accumulation in anaerobic ponds
  • 4. Facultative aerated lagoons
  • 4.1 Introduction
  • 4.2 Description of the process
  • 4.3 Design criteria
  • 4.4 Estimation of the effluent BOD concentration
  • 4.5 Oxygen requirements
  • 4.6 Aeration system
  • 4.7 Power requirements
  • 4.8 Sludge accumulation
  • 5. Complete-mix aerated lagoons followed by sedimentation ponds
  • 5.1 Introduction5.2 Description of the process
  • 5.3 Design criteria for the complete-mix aerated lagoons
  • 5.4 Estimation of the effluent BOD concentration from the aerated lagoon
  • 5.5 Oxygen requirements in the aerated lagoon
  • 5.6 Power requirements in the aerated lagoon
  • 5.7 Design of the sedimentation pond
  • 6. Removal of pathogenic organisms
  • 6.1 Introduction
  • 6.2 Process description
  • 6.3 Estimation of the effluent coliform concentration
  • 6.4 Quality requirements for the effluent
  • 6.5 Design criteria for coliform removal
  • 6.6 Removal of helminth eggs7. Nutrient removal in ponds
  • 7.1 Nitrogen removal
  • 7.2 Phosphorus removal
  • 8. Ponds for the post-treatment of the effluent from anaerobic reactors
  • 9. Construction of stabilisation ponds
  • 9.1 Introduction
  • 9.2 Location of the ponds
  • 9.3 Deforestation, cleaning and excavation of the soil
  • 9.4 Slopes
  • 9.5 Bottom of the ponds
  • 9.6 Inlet devices
  • 9.7 Outlet devices
  • 10. Maintenance and operation of stabilisation ponds
  • 10.1 Introduction
  • 10.2 Operational staff
  • 10.3 Inspection, sampling and measurements10.4 Operation start-up
  • 10.5 Operational problems
  • 11. Management of the sludge from stabilisation ponds
  • 11.1 Preliminaries
  • 11.2 Characteristics and distribution of the sludge in stabilisation ponds
  • 11.3 Removal of sludge from stabilisation ponds
  • References

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