Reducing the total discharge from a large WWTP by separate treatment of primary effluent overflow

Water Sci Technol. 2004;50(7):157-62.

Abstract

At many large wastewater treatment plants (WWTPs) the increased hydraulic load, caused by combined sewer systems during storm events, results in primary effluent overflow when the capacity of further treatment is exceeded. Due to stringent effluent standards, regulating the total discharge from the WWTPs, the Rya WWTP in Göteborg and the Sjölunda WWTP in Malmö will have to reduce the impact of primary effluent overflow. Separate, high rate, precipitation processes operated only during high flow conditions have been investigated in pilot units at the two WWTPs. Precipitation in existing primary settlers operated at a surface loading of 3.75 m/h removed phosphorus to 0.35 mg/l. The Actiflo process was also shown to remove suspended solids and phosphorus well. BOD was reduced by 50-60%. With such processes the overall effluent concentrations from the plants can be reduced significantly. Key upgrading features are small footprints, short start up time and high efficiency.

MeSH terms

  • Bioreactors
  • Nitrogen
  • Phosphorus
  • Sewage*
  • Time Factors
  • Waste Disposal, Fluid / instrumentation*
  • Waste Disposal, Fluid / methods*
  • Waste Disposal, Fluid / standards
  • Water Movements
  • Water Pollution
  • Water Purification / instrumentation*
  • Water Purification / methods*

Substances

  • Sewage
  • Phosphorus
  • Nitrogen