Design of an integrated fixed-film activated sludge (IFAS) system for possible application at the Borcherds Quarry WWTW

Nitrification can be seen as the weakness of a conventional activated sludge (CAS) process employing biological nutrient removal (BNR). Suspended nitrifiers only grow in the aerobic zone of the biological reactor but are subjected to anaerobic and anoxic conditions where no nitrifier growth takes pl...

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Main Author: Kritzinger, Marco
Other Authors: Ekama, George
Format: Dissertation
Language:English
Published: University of Cape Town 2019
Subjects:
Online Access:http://hdl.handle.net/11427/29394
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spelling ndltd-netd.ac.za-oai-union.ndltd.org-uct-oai-localhost-11427-293942020-12-10T05:11:01Z Design of an integrated fixed-film activated sludge (IFAS) system for possible application at the Borcherds Quarry WWTW Kritzinger, Marco Ekama, George Water Quality Engineering Nitrification can be seen as the weakness of a conventional activated sludge (CAS) process employing biological nutrient removal (BNR). Suspended nitrifiers only grow in the aerobic zone of the biological reactor but are subjected to anaerobic and anoxic conditions where no nitrifier growth takes place. To establish a nitrifier population that consistently produces low effluent ammonia concentrations, long sludge ages are required (about 15 to 25 days) in South African BNR wastewater treatment plants. This results in relatively large biological reactors. Integrated Fixed-Film Activated Sludge (IFAS) systems have been used extensively in European and Scandinavian countries. This process entails the addition of moving-bed biofilm carriers in certain zones of an activated sludge system to establish biofilm growth. The most successful application has been the addition of these carriers in the aerobic zones of activated sludge plants to facilitate the growth of nitrifiers on the biofilm. This allows nitrifiers to grow independently from the suspended sludge age since it remains stationary on the biofilm in the aerobic tank. The system is thereby relieved from the requirement of a long suspended sludge age. For the University of Cape Town (UCT) process commonly employed in South Africa, it is shown that a suspended sludge age of 5 to 7 days is adequate to meet final effluent standards when converted to an IFAS process. As a result, an UCT-IFAS process can treat 50% to 70% more wastewater in an existing process volume or reduce the size required for a new installation by 30% to 40% when compared to a conventional UCT process with a minimum wastewater temperature of 14°C. The intricacies and challenges associated with designing an IFAS process are unpacked in this thesis to gain a better understanding of what is required to harvest the potential benefits. 2019-02-06T13:21:35Z 2019-02-06T13:21:35Z 2018 2019-02-06T07:28:27Z Master Thesis Masters MSc (Eng) http://hdl.handle.net/11427/29394 eng application/pdf University of Cape Town Faculty of Engineering and the Built Environment Department of Civil Engineering
collection NDLTD
language English
format Dissertation
sources NDLTD
topic Water Quality Engineering
spellingShingle Water Quality Engineering
Kritzinger, Marco
Design of an integrated fixed-film activated sludge (IFAS) system for possible application at the Borcherds Quarry WWTW
description Nitrification can be seen as the weakness of a conventional activated sludge (CAS) process employing biological nutrient removal (BNR). Suspended nitrifiers only grow in the aerobic zone of the biological reactor but are subjected to anaerobic and anoxic conditions where no nitrifier growth takes place. To establish a nitrifier population that consistently produces low effluent ammonia concentrations, long sludge ages are required (about 15 to 25 days) in South African BNR wastewater treatment plants. This results in relatively large biological reactors. Integrated Fixed-Film Activated Sludge (IFAS) systems have been used extensively in European and Scandinavian countries. This process entails the addition of moving-bed biofilm carriers in certain zones of an activated sludge system to establish biofilm growth. The most successful application has been the addition of these carriers in the aerobic zones of activated sludge plants to facilitate the growth of nitrifiers on the biofilm. This allows nitrifiers to grow independently from the suspended sludge age since it remains stationary on the biofilm in the aerobic tank. The system is thereby relieved from the requirement of a long suspended sludge age. For the University of Cape Town (UCT) process commonly employed in South Africa, it is shown that a suspended sludge age of 5 to 7 days is adequate to meet final effluent standards when converted to an IFAS process. As a result, an UCT-IFAS process can treat 50% to 70% more wastewater in an existing process volume or reduce the size required for a new installation by 30% to 40% when compared to a conventional UCT process with a minimum wastewater temperature of 14°C. The intricacies and challenges associated with designing an IFAS process are unpacked in this thesis to gain a better understanding of what is required to harvest the potential benefits.
author2 Ekama, George
author_facet Ekama, George
Kritzinger, Marco
author Kritzinger, Marco
author_sort Kritzinger, Marco
title Design of an integrated fixed-film activated sludge (IFAS) system for possible application at the Borcherds Quarry WWTW
title_short Design of an integrated fixed-film activated sludge (IFAS) system for possible application at the Borcherds Quarry WWTW
title_full Design of an integrated fixed-film activated sludge (IFAS) system for possible application at the Borcherds Quarry WWTW
title_fullStr Design of an integrated fixed-film activated sludge (IFAS) system for possible application at the Borcherds Quarry WWTW
title_full_unstemmed Design of an integrated fixed-film activated sludge (IFAS) system for possible application at the Borcherds Quarry WWTW
title_sort design of an integrated fixed-film activated sludge (ifas) system for possible application at the borcherds quarry wwtw
publisher University of Cape Town
publishDate 2019
url http://hdl.handle.net/11427/29394
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