2006•Unpublished venueRequires access

Aerobic Wastewater Treatment in Activated Sludge Systems

Udo Wiesmann, In Su Choi, Eva‐Maria Dombrowski

Abstract

This chapter contains sections titled: Introduction Kinetic and Reaction Engineering Models With and Without Oxygen Limitation Batch Reactors With High Initial Concentration of Bacteria With Low Initial Concentration of Bacteria Chemostat Completely Mixed Activated Sludge Reactor Preliminary Remarks Mean Retention Time, Recycle Ratio and Thickening Ratio as Process Parameters Sludge Age as Parameter Plug Flow Reactor Completely Mixed Tank Cascades With Sludge Recycle Flow Reactor With Axial Dispersion Stoichiometric and Kinetic Coefficients Comparison of Reactors Retention Time Distribution in Activated Sludge Reactors Retention Time Distribution Completely Mixed Tank Completely Mixed Tank Cascade Tube Flow Reactor With Axial Dispersion Comparison Between Tank Cascades and Tube Flow Reactors Technical Scale Activated Sludge Systems for Carbon Removal Problems References

About this research paper

What this paper is about

Why it matters

A significance statement is not available in the OpenAlex record.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

Key concepts: Activated sludge, Continuous stirred-tank reactor, Plug flow, Plug flow reactor model, Wastewater, Residence time distribution, Chemistry, Dispersion (optics)