Activated Sludge Model No. 3

Abstract

Research Article| January 01 1999 Activated Sludge Model No. 3 Willi Gujer; Willi Gujer *Swiss Federal Institute for Aquatic Science and Technology and Swiss Federal Institute of Technology, EAWAG/ETH, 8600 Dübendorf, Switzerland Search for other works by this author on: This Site PubMed Google Scholar Mogens Henze; Mogens Henze **Technical University of Denmark, Building 115, 2800 Lyngby, Denmark Search for other works by this author on: This Site PubMed Google Scholar Takahashi Mino; Takahashi Mino ***The University of Tokyo, 7-3-1, Hongo, Bunkyo-ku, Tokyo 113, Japan Search for other works by this author on: This Site PubMed Google Scholar Mark van Loosdrecht Mark van Loosdrecht †Delft University of Technology, Julianalaan 67, 2628 BC Delft, The Netherlands Search for other works by this author on: This Site PubMed Google Scholar Water Sci Technol (1999) 39 (1): 183–193. https://doi.org/10.2166/wst.1999.0039 Connected Content Errata: Errata Views Icon Views Article contents Figures & tables Video Audio Supplementary Data Share Icon Share Twitter LinkedIn Tools Icon Tools Cite Icon Cite Permissions Search Site Search nav search search input Search input auto suggest search filter All ContentAll JournalsThis Journal Search Advanced Search Citation Willi Gujer, Mogens Henze, Takahashi Mino, Mark van Loosdrecht; Activated Sludge Model No. 3. Water Sci Technol 1 January 1999; 39 (1): 183–193. doi: https://doi.org/10.2166/wst.1999.0039 Download citation file: Ris (Zotero) Reference Manager EasyBib Bookends Mendeley Papers EndNote RefWorks BibTex The Activated Sludge Model No. 3 (ASM3) can predict oxygen consumption, sludge production, nitrification and denitrification of activated sludge systems. It relates to the Activated Sludge Model No. 1 (ASM1) and corrects for some defects of ASM1. In addition to ASM1, ASM3 includes storage of organic substrates as a new process. The lysis (decay) process is exchanged for an endogenous respiration process. ASM3 is provided as a reference in a form which can be implemented in a computer code without further adjustments. Typical kinetic and stoichiometric parameters are provided for 10°C and 20°C together with the composition of a typical primary effluent in terms of the model components. Activated Sludge Model No. 1, Activated Sludge Model No. 3, ASM1, ASM3, nitrification, denitrification, oxygen consumption, sludge production, storage of organic substrates, kinetics, stoichiometry, mathematical modeling This content is only available as a PDF. © IWA Publishing 1999 You do not currently have access to this content.