Batik wastewater treatment using membrane bioreactor (MBR)

Batik industry is one of our country's economy sources. However, this industry waste contributes to water pollution as the final stages of batik making discharges contaminated water which contains wax, dye, grease and others. The current treatment of the wastewater which is applied by this indu...

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Main Author:	Saidah Malihah, Mansor
Format:	Undergraduates Project Papers
Language:	English
Published:	2010
Subjects:	TD Environmental technology. Sanitary engineering
Online Access:	http://umpir.ump.edu.my/id/eprint/2598/ http://umpir.ump.edu.my/id/eprint/2598/ http://umpir.ump.edu.my/id/eprint/2598/1/SAFDAH_MALIHAH_BINTI_MANSOR.PDF

id	ump-2598
recordtype	eprints
spelling	ump-25982015-03-03T07:57:29Z http://umpir.ump.edu.my/id/eprint/2598/ Batik wastewater treatment using membrane bioreactor (MBR) Saidah Malihah, Mansor TD Environmental technology. Sanitary engineering Batik industry is one of our country's economy sources. However, this industry waste contributes to water pollution as the final stages of batik making discharges contaminated water which contains wax, dye, grease and others. The current treatment of the wastewater which is applied by this industry is activated sludge plant which needs stages of treatment. The aims of this research are to determine the characteristics of untreated and treated batik wastewater and to determine the effects of hydraulic retention time (HRT) to the batik wastewater .A laboratory-scale MBR was set up and fed up with batik wastewater with addition of municipal sludge from Taman Mahkota Aman treatment plant in order to assist the biodegradation of the batik wastewater. The MBR was operated at aeration intensity of 31iters/ minutes under room temperature. The pressure for 24 hours, 48 hours, 72 hours and 96 hours of the hydraulic retention times (HRT were manipulated. At 24 hours of HRT, the flux was the highest with 19.290 x 10 m/s at 399.9761 milibar. The flux increased as the applied pressure increased and as the HRT increased, the flux value decreased. The suspended solid at 96 hours of HRT was 35 mg/l and decrease over FIRT due to blocked pores of the membrane filter. While the MLSS in reactor increased over HRT as sludge yield in the reactor. Although the MBR has problem with fouling, the reliable data collected from the experiment could be used to improve the effectiveness of treating batik wastewater. 2010-11 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/2598/1/SAFDAH_MALIHAH_BINTI_MANSOR.PDF Saidah Malihah, Mansor (2010) Batik wastewater treatment using membrane bioreactor (MBR). Faculty of Civil Engineering and Earth Resources , Universiti Malaysia Pahang . http://iportal.ump.edu.my/lib/item?id=chamo:52353&theme=UMP2
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English
topic	TD Environmental technology. Sanitary engineering
spellingShingle	TD Environmental technology. Sanitary engineering Saidah Malihah, Mansor Batik wastewater treatment using membrane bioreactor (MBR)
description	Batik industry is one of our country's economy sources. However, this industry waste contributes to water pollution as the final stages of batik making discharges contaminated water which contains wax, dye, grease and others. The current treatment of the wastewater which is applied by this industry is activated sludge plant which needs stages of treatment. The aims of this research are to determine the characteristics of untreated and treated batik wastewater and to determine the effects of hydraulic retention time (HRT) to the batik wastewater .A laboratory-scale MBR was set up and fed up with batik wastewater with addition of municipal sludge from Taman Mahkota Aman treatment plant in order to assist the biodegradation of the batik wastewater. The MBR was operated at aeration intensity of 31iters/ minutes under room temperature. The pressure for 24 hours, 48 hours, 72 hours and 96 hours of the hydraulic retention times (HRT were manipulated. At 24 hours of HRT, the flux was the highest with 19.290 x 10 m/s at 399.9761 milibar. The flux increased as the applied pressure increased and as the HRT increased, the flux value decreased. The suspended solid at 96 hours of HRT was 35 mg/l and decrease over FIRT due to blocked pores of the membrane filter. While the MLSS in reactor increased over HRT as sludge yield in the reactor. Although the MBR has problem with fouling, the reliable data collected from the experiment could be used to improve the effectiveness of treating batik wastewater.
format	Undergraduates Project Papers
author	Saidah Malihah, Mansor
author_facet	Saidah Malihah, Mansor
author_sort	Saidah Malihah, Mansor
title	Batik wastewater treatment using membrane bioreactor (MBR)
title_short	Batik wastewater treatment using membrane bioreactor (MBR)
title_full	Batik wastewater treatment using membrane bioreactor (MBR)
title_fullStr	Batik wastewater treatment using membrane bioreactor (MBR)
title_full_unstemmed	Batik wastewater treatment using membrane bioreactor (MBR)
title_sort	batik wastewater treatment using membrane bioreactor (mbr)
publishDate	2010
url	http://umpir.ump.edu.my/id/eprint/2598/ http://umpir.ump.edu.my/id/eprint/2598/ http://umpir.ump.edu.my/id/eprint/2598/1/SAFDAH_MALIHAH_BINTI_MANSOR.PDF
first_indexed	2023-09-18T21:56:33Z
last_indexed	2023-09-18T21:56:33Z
_version_	1777414117713248256

Batik wastewater treatment using membrane bioreactor (MBR)

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