Biological removal of ammonia by naturally grown bacteria in sand biofilter; [Penyingkiran ammonia secara biologi menggunakan bakteria semulajadi dalam biopenuras pasir]

Drinking water treatment through biological process is commonly applied in developed countries, but not yet in developing countries such as Malaysia. The non-existence of biological treatment has urged drinking water treatment plant operator in Malaysia to shut down the plants whenever there are amm...

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Published in:Malaysian Journal of Analytical Sciences
Main Author: Fuzieah S.; Sheikh Abdullah S.R.; Abu Hasan H.; Abd. Rahman N.
Format: Article
Language:English
Published: Malaysian Society of Analytical Sciences 2018
Online Access:https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046789051&doi=10.17576%2fmjas-2018-2202-22&partnerID=40&md5=91db8646b1a948a9462d7c0180c0046f
id 2-s2.0-85046789051
spelling 2-s2.0-85046789051
Fuzieah S.; Sheikh Abdullah S.R.; Abu Hasan H.; Abd. Rahman N.
Biological removal of ammonia by naturally grown bacteria in sand biofilter; [Penyingkiran ammonia secara biologi menggunakan bakteria semulajadi dalam biopenuras pasir]
2018
Malaysian Journal of Analytical Sciences
22
2
10.17576/mjas-2018-2202-22
https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046789051&doi=10.17576%2fmjas-2018-2202-22&partnerID=40&md5=91db8646b1a948a9462d7c0180c0046f
Drinking water treatment through biological process is commonly applied in developed countries, but not yet in developing countries such as Malaysia. The non-existence of biological treatment has urged drinking water treatment plant operator in Malaysia to shut down the plants whenever there are ammonia contaminations. This is to avoid the formation of disinfection byproducts (DBPs), which are toxic and carcinogenic, when ammonia reacts with chlorine as the disinfectant. The study aims to develop a biological drinking water treatment for to remove ammonia in a biological sand filter column. The derived biofilm, a mixed bacterial consortium is naturally cultured from surface lake water, hence eliminating the potential of pathogenic microorganism occurrence, which is not suitable for drinking water application. The biofilm was inoculated in the batch down flow column consisting of heterogeneous fine sand with diameter of 1.2 mm (top layer) and 6.7 mm (bottom layer). The study was conducted by varying the flowrate (0.09, 0.13, and 0.18 m3/h) and hydraulic retention time (HRT) (5 and 24 hours). The water sample was taken at different depths of 0.05 m (SP4), 0.1 m (SP3) and 0.2 m (SP2) from the column base for the ammonia analysis. Significant reduction of ammonia with 96-98% was observed at 0.09 m3/h and 24 hours and the final treated effluent had complied with the stringent regulation stipulated by the Malaysia, Ministry of Health that is lower than 1.5 mg/L. © 2018, Malaysian Society of Analytical Sciences. All rights reserved.
Malaysian Society of Analytical Sciences
13942506
English
Article
All Open Access; Gold Open Access
author Fuzieah S.; Sheikh Abdullah S.R.; Abu Hasan H.; Abd. Rahman N.
spellingShingle Fuzieah S.; Sheikh Abdullah S.R.; Abu Hasan H.; Abd. Rahman N.
Biological removal of ammonia by naturally grown bacteria in sand biofilter; [Penyingkiran ammonia secara biologi menggunakan bakteria semulajadi dalam biopenuras pasir]
author_facet Fuzieah S.; Sheikh Abdullah S.R.; Abu Hasan H.; Abd. Rahman N.
author_sort Fuzieah S.; Sheikh Abdullah S.R.; Abu Hasan H.; Abd. Rahman N.
title Biological removal of ammonia by naturally grown bacteria in sand biofilter; [Penyingkiran ammonia secara biologi menggunakan bakteria semulajadi dalam biopenuras pasir]
title_short Biological removal of ammonia by naturally grown bacteria in sand biofilter; [Penyingkiran ammonia secara biologi menggunakan bakteria semulajadi dalam biopenuras pasir]
title_full Biological removal of ammonia by naturally grown bacteria in sand biofilter; [Penyingkiran ammonia secara biologi menggunakan bakteria semulajadi dalam biopenuras pasir]
title_fullStr Biological removal of ammonia by naturally grown bacteria in sand biofilter; [Penyingkiran ammonia secara biologi menggunakan bakteria semulajadi dalam biopenuras pasir]
title_full_unstemmed Biological removal of ammonia by naturally grown bacteria in sand biofilter; [Penyingkiran ammonia secara biologi menggunakan bakteria semulajadi dalam biopenuras pasir]
title_sort Biological removal of ammonia by naturally grown bacteria in sand biofilter; [Penyingkiran ammonia secara biologi menggunakan bakteria semulajadi dalam biopenuras pasir]
publishDate 2018
container_title Malaysian Journal of Analytical Sciences
container_volume 22
container_issue 2
doi_str_mv 10.17576/mjas-2018-2202-22
url https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046789051&doi=10.17576%2fmjas-2018-2202-22&partnerID=40&md5=91db8646b1a948a9462d7c0180c0046f
description Drinking water treatment through biological process is commonly applied in developed countries, but not yet in developing countries such as Malaysia. The non-existence of biological treatment has urged drinking water treatment plant operator in Malaysia to shut down the plants whenever there are ammonia contaminations. This is to avoid the formation of disinfection byproducts (DBPs), which are toxic and carcinogenic, when ammonia reacts with chlorine as the disinfectant. The study aims to develop a biological drinking water treatment for to remove ammonia in a biological sand filter column. The derived biofilm, a mixed bacterial consortium is naturally cultured from surface lake water, hence eliminating the potential of pathogenic microorganism occurrence, which is not suitable for drinking water application. The biofilm was inoculated in the batch down flow column consisting of heterogeneous fine sand with diameter of 1.2 mm (top layer) and 6.7 mm (bottom layer). The study was conducted by varying the flowrate (0.09, 0.13, and 0.18 m3/h) and hydraulic retention time (HRT) (5 and 24 hours). The water sample was taken at different depths of 0.05 m (SP4), 0.1 m (SP3) and 0.2 m (SP2) from the column base for the ammonia analysis. Significant reduction of ammonia with 96-98% was observed at 0.09 m3/h and 24 hours and the final treated effluent had complied with the stringent regulation stipulated by the Malaysia, Ministry of Health that is lower than 1.5 mg/L. © 2018, Malaysian Society of Analytical Sciences. All rights reserved.
publisher Malaysian Society of Analytical Sciences
issn 13942506
language English
format Article
accesstype All Open Access; Gold Open Access
record_format scopus
collection Scopus
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