Treatment of used ablution water from IIUM Masjid for reuse

Muslims have to conduct ablution before most of the religious rituals. This study was conducted at the International Islamic University Malaysia (IIUM) Masjid at Gombak Campus, which can accommodate about 9000 people during the special prayer times such as Jumma and Eid. The amount of water used for...

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Main Authors: Mamun, Abdullah Al, Muyibi, Suleyman Aremu, Abdul Razak, Nur Asilah
Format: Article
Language:English
English
Published: AENSI Publications 2014
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Online Access:http://irep.iium.edu.my/37349/4/37349-Treatment%20of%20used%20ablution%20water%20from%20IIUM%20masjid%20for%20reuse.pdf
http://irep.iium.edu.my/37349/5/37349-Treatment%20of%20used%20ablution%20water%20from%20IIUM%20masjid%20for%20reuse_SCOPUS.pdf
http://irep.iium.edu.my/37349/
http://www.aensiweb.com/old/aeb/2014/558-564.pdf
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spelling my.iium.irep.373492017-09-19T02:41:13Z http://irep.iium.edu.my/37349/ Treatment of used ablution water from IIUM Masjid for reuse Mamun, Abdullah Al Muyibi, Suleyman Aremu Abdul Razak, Nur Asilah TD169 Environmental protection Muslims have to conduct ablution before most of the religious rituals. This study was conducted at the International Islamic University Malaysia (IIUM) Masjid at Gombak Campus, which can accommodate about 9000 people during the special prayer times such as Jumma and Eid. The amount of water used for ablution only is calculated to be about 7 L/Cap.day. Unfortunately, the water used for ablution is discharged directly to the drain without any recycle and reuse. Quantity and quality of the used water after ablution was determined in this study. Laboratory tests on COD, TSS, TDS, turbidity and TN have indicated that, the used ablution water is not much polluted accept slightly high COD of 31 mg/L with respect to the Malaysian drinking water quality standards. As such, the used ablution water from the Masjid can be recycled and reused, after sand filtration, at least for general cleaning and landscaping purposes. On the other hand, treatment and reuse of commercial greywater would be too expensive in the contexts of Malaysian climate, where the rain-fed water is sufficiently available. It was realised that a low maintenance treatment system can be constructed to store, treat and reuse ablution water from the Masjid. For this purpose, size of the sand filter was determined for an overflow rate of 39.1 m/d. The treated water can be used for the landscaping and toilet flushing activities, which will reduce the water consumption in the university. AENSI Publications 2014 Article REM application/pdf en http://irep.iium.edu.my/37349/4/37349-Treatment%20of%20used%20ablution%20water%20from%20IIUM%20masjid%20for%20reuse.pdf application/pdf en http://irep.iium.edu.my/37349/5/37349-Treatment%20of%20used%20ablution%20water%20from%20IIUM%20masjid%20for%20reuse_SCOPUS.pdf Mamun, Abdullah Al and Muyibi, Suleyman Aremu and Abdul Razak, Nur Asilah (2014) Treatment of used ablution water from IIUM Masjid for reuse. Advances in Environmental Biology, 8 (3 (Special Issue)). pp. 558-564. ISSN 1995-0756 http://www.aensiweb.com/old/aeb/2014/558-564.pdf
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
English
topic TD169 Environmental protection
spellingShingle TD169 Environmental protection
Mamun, Abdullah Al
Muyibi, Suleyman Aremu
Abdul Razak, Nur Asilah
Treatment of used ablution water from IIUM Masjid for reuse
description Muslims have to conduct ablution before most of the religious rituals. This study was conducted at the International Islamic University Malaysia (IIUM) Masjid at Gombak Campus, which can accommodate about 9000 people during the special prayer times such as Jumma and Eid. The amount of water used for ablution only is calculated to be about 7 L/Cap.day. Unfortunately, the water used for ablution is discharged directly to the drain without any recycle and reuse. Quantity and quality of the used water after ablution was determined in this study. Laboratory tests on COD, TSS, TDS, turbidity and TN have indicated that, the used ablution water is not much polluted accept slightly high COD of 31 mg/L with respect to the Malaysian drinking water quality standards. As such, the used ablution water from the Masjid can be recycled and reused, after sand filtration, at least for general cleaning and landscaping purposes. On the other hand, treatment and reuse of commercial greywater would be too expensive in the contexts of Malaysian climate, where the rain-fed water is sufficiently available. It was realised that a low maintenance treatment system can be constructed to store, treat and reuse ablution water from the Masjid. For this purpose, size of the sand filter was determined for an overflow rate of 39.1 m/d. The treated water can be used for the landscaping and toilet flushing activities, which will reduce the water consumption in the university.
format Article
author Mamun, Abdullah Al
Muyibi, Suleyman Aremu
Abdul Razak, Nur Asilah
author_facet Mamun, Abdullah Al
Muyibi, Suleyman Aremu
Abdul Razak, Nur Asilah
author_sort Mamun, Abdullah Al
title Treatment of used ablution water from IIUM Masjid for reuse
title_short Treatment of used ablution water from IIUM Masjid for reuse
title_full Treatment of used ablution water from IIUM Masjid for reuse
title_fullStr Treatment of used ablution water from IIUM Masjid for reuse
title_full_unstemmed Treatment of used ablution water from IIUM Masjid for reuse
title_sort treatment of used ablution water from iium masjid for reuse
publisher AENSI Publications
publishDate 2014
url http://irep.iium.edu.my/37349/4/37349-Treatment%20of%20used%20ablution%20water%20from%20IIUM%20masjid%20for%20reuse.pdf
http://irep.iium.edu.my/37349/5/37349-Treatment%20of%20used%20ablution%20water%20from%20IIUM%20masjid%20for%20reuse_SCOPUS.pdf
http://irep.iium.edu.my/37349/
http://www.aensiweb.com/old/aeb/2014/558-564.pdf
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score 13.211869