Activated sludge system design for large variations or organic loading
- 1 November 1982
- journal article
- research article
- Published by Wiley in Biotechnology & Bioengineering
- Vol. 24 (11) , 2337-2355
- https://doi.org/10.1002/bit.260241105
Abstract
An aeration tank/sedimentation tank system is considered for large variations of organic loading. In this case, it is important to take into account the variability of the characteristics describing the oxidation of activated sludge as well as its sedimentation. The minimum cost of the treatment system is also evaluated.This publication has 6 references indexed in Scilit:
- The theory and design of aerobic biological treatmentBiotechnology & Bioengineering, 1982
- Design and operational charts for complete mixing activated sludge systemsWater Research, 1979
- Cost optimization of activated sludge systemsBiotechnology & Bioengineering, 1974
- Relationships between biological solids retention time and settling characteristics of activated sludgeWater Research, 1971
- Unified basis for design of biological aerobic treatment processesWater Research, 1971
- Optimization of the activated sludge process—optimum volume ratio of aeration and sedimentation vesselsWater Research, 1969