Upgrading of small sewage treatment plants for ammonia removal - case of a university campus

Fourteen small sewage treatment plants (STPs) are constructed to treat the sewage generated from the International Islamic University Malaysia (IIUM) Gombak campus. These plants are required to fulfil the effluent Standard B of the revised environmental quality act of Malaysia. Effluent quality da...

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Main Authors: Nuruzzaman, Md., Mamun, Abdullah Al, Salleh, Md. Noor
Format: Article
Language:English
Published: Asian Research Publishing Network 2015
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Online Access:http://irep.iium.edu.my/49369/1/jeas_1215_3182.pdf
http://irep.iium.edu.my/49369/
http://www.arpnjournals.com/jeas/volume_23_2015.htm
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spelling my.iium.irep.493692017-10-16T03:21:27Z http://irep.iium.edu.my/49369/ Upgrading of small sewage treatment plants for ammonia removal - case of a university campus Nuruzzaman, Md. Mamun, Abdullah Al Salleh, Md. Noor TD169 Environmental protection Fourteen small sewage treatment plants (STPs) are constructed to treat the sewage generated from the International Islamic University Malaysia (IIUM) Gombak campus. These plants are required to fulfil the effluent Standard B of the revised environmental quality act of Malaysia. Effluent quality data of these plants was evaluated to check the compliance with the revised effluent quality standards set by the Department of Environment (DOE), Malaysia. Secondary data (monthly) of the STPs was analysed for this study. Performance of the STPs were evaluated in terms of ammoniacal nitrogen (AN) and biochemical oxygen demand (BOD). The statistical analyses of the data revealed that the median effluent concentration of AN from all the plants usually fails to meet the allowable concentration of 20 mg/L set for Standard B. However, all of the plants are able to meet the BOD standard of 50 mg/L. This study recommends additional aeration for extended time to reduce AN concentration from the effluents of the existing plants. Another alternate solution is to construct a centralized treatment plant, preferably a sequenced batch reactor (SBR), to provide further treatment of effluent released from the existing small plants, which are unable to meet the standard set for allowable AN concentration. Asian Research Publishing Network 2015-12 Article REM application/pdf en http://irep.iium.edu.my/49369/1/jeas_1215_3182.pdf Nuruzzaman, Md. and Mamun, Abdullah Al and Salleh, Md. Noor (2015) Upgrading of small sewage treatment plants for ammonia removal - case of a university campus. ARPN Journal of Engineering and Applied Sciences, 10 (23). pp. 17391-17396. ISSN 1819-6608 http://www.arpnjournals.com/jeas/volume_23_2015.htm
institution Universiti Islam Antarabangsa Malaysia
building IIUM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider International Islamic University Malaysia
content_source IIUM Repository (IREP)
url_provider http://irep.iium.edu.my/
language English
topic TD169 Environmental protection
spellingShingle TD169 Environmental protection
Nuruzzaman, Md.
Mamun, Abdullah Al
Salleh, Md. Noor
Upgrading of small sewage treatment plants for ammonia removal - case of a university campus
description Fourteen small sewage treatment plants (STPs) are constructed to treat the sewage generated from the International Islamic University Malaysia (IIUM) Gombak campus. These plants are required to fulfil the effluent Standard B of the revised environmental quality act of Malaysia. Effluent quality data of these plants was evaluated to check the compliance with the revised effluent quality standards set by the Department of Environment (DOE), Malaysia. Secondary data (monthly) of the STPs was analysed for this study. Performance of the STPs were evaluated in terms of ammoniacal nitrogen (AN) and biochemical oxygen demand (BOD). The statistical analyses of the data revealed that the median effluent concentration of AN from all the plants usually fails to meet the allowable concentration of 20 mg/L set for Standard B. However, all of the plants are able to meet the BOD standard of 50 mg/L. This study recommends additional aeration for extended time to reduce AN concentration from the effluents of the existing plants. Another alternate solution is to construct a centralized treatment plant, preferably a sequenced batch reactor (SBR), to provide further treatment of effluent released from the existing small plants, which are unable to meet the standard set for allowable AN concentration.
format Article
author Nuruzzaman, Md.
Mamun, Abdullah Al
Salleh, Md. Noor
author_facet Nuruzzaman, Md.
Mamun, Abdullah Al
Salleh, Md. Noor
author_sort Nuruzzaman, Md.
title Upgrading of small sewage treatment plants for ammonia removal - case of a university campus
title_short Upgrading of small sewage treatment plants for ammonia removal - case of a university campus
title_full Upgrading of small sewage treatment plants for ammonia removal - case of a university campus
title_fullStr Upgrading of small sewage treatment plants for ammonia removal - case of a university campus
title_full_unstemmed Upgrading of small sewage treatment plants for ammonia removal - case of a university campus
title_sort upgrading of small sewage treatment plants for ammonia removal - case of a university campus
publisher Asian Research Publishing Network
publishDate 2015
url http://irep.iium.edu.my/49369/1/jeas_1215_3182.pdf
http://irep.iium.edu.my/49369/
http://www.arpnjournals.com/jeas/volume_23_2015.htm
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score 13.212979