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External nitrification in biological nutrient removal activated sludge systems

Summary in English.

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Bibliographic Details
Main Author: Sötemann, Sven
Other Authors: Ekama, George A
Format: Thesis
Language:English
Published: Department of Civil Engineering 2014
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access_status_str Open Access
author Sötemann, Sven
author2 Ekama, George A
author_browse Ekama, George A
Sötemann, Sven
author_facet Ekama, George A
Sötemann, Sven
author_sort Sötemann, Sven
collection Thesis
description Summary in English.
format Thesis
id oai:open.uct.ac.za:11427/5003
institution University of Cape Town (South Africa)
language eng
last_indexed 2026-06-10T12:33:26.520Z
license_str Not specified — see source repository
provenance_str_mv Harvested via OAI-PMH from UCTD — University of Cape Town Open Access Repository
publishDate 2014
publishDateRange 2014
publishDateSort 2014
publisher Department of Civil Engineering
publisherStr Department of Civil Engineering
record_format dspace
source_str UCTD — University of Cape Town Open Access Repository
spelling oai:open.uct.ac.za:11427/5003 External nitrification in biological nutrient removal activated sludge systems Sötemann, Sven Ekama, George A Wentzel, Mark C Civil Engineering Summary in English. Bibliography: leaves 5.1-5.7. Biological nutrient removal activated sludge (BNRAS) systems have become the preferred treatment system for advanced municipal wastewater treatment in South Africa. They have proven to be cost-effective systems that produce effluents of excellent quality that can be re-introduced to the receiving water bodies without a significant negative impact on the scarce surface water of South Africa. The widespread implementation of the BNRAS system has drawn attention to some of the weaknesses of the system, predominantly (i) the long sludge ages and resulting large biological reactor volumes required for nitrification, (ii) filamentous organism bulking of the sludge that develops in the system, (iii) treatment of the P rich waste sludge from the system and (iv) containment of the large mass of P in the sludge during a failure of the aeration in the system. In order to overcome the first two weaknesses of the system, it is proposed to separate the process of nitrification from the BNRAS mixed liquor and achieve nitrification externally to the BNRAS system. 2014-07-31T10:25:54Z 2014-07-31T10:25:54Z 2000 Master Thesis Masters MSc http://hdl.handle.net/11427/5003 eng application/pdf Department of Civil Engineering Faculty of Engineering and the Built Environment University of Cape Town
spellingShingle Civil Engineering
Sötemann, Sven
External nitrification in biological nutrient removal activated sludge systems
thesis_degree_str Master's
title External nitrification in biological nutrient removal activated sludge systems
title_full External nitrification in biological nutrient removal activated sludge systems
title_fullStr External nitrification in biological nutrient removal activated sludge systems
title_full_unstemmed External nitrification in biological nutrient removal activated sludge systems
title_short External nitrification in biological nutrient removal activated sludge systems
title_sort external nitrification in biological nutrient removal activated sludge systems
topic Civil Engineering
url http://hdl.handle.net/11427/5003
work_keys_str_mv AT sotemannsven externalnitrificationinbiologicalnutrientremovalactivatedsludgesystems