Development And Utilization Of Aerobic Granules For Treating Low Strength Domestic Wastewater

Aerobic granules were developed using low strength wastewater in sequencing batch reactor (SBR). The changes in microbial morphologies and structures of aerobic granules under different organic loading rates (OLR) and their tolerance towards free ammonia (FA) and free nitrous acid (FNA) were studie...

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Main Author: Peyong , Yet Nee
Format: Thesis
Language:English
Published: 2012
Subjects:
Online Access:http://eprints.usm.my/42281/
http://eprints.usm.my/42281/1/PEYONG_YET_NEE.pdf
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author Peyong , Yet Nee
author_facet Peyong , Yet Nee
author_sort Peyong , Yet Nee
building USM Institutional Repository
collection Online Access
description Aerobic granules were developed using low strength wastewater in sequencing batch reactor (SBR). The changes in microbial morphologies and structures of aerobic granules under different organic loading rates (OLR) and their tolerance towards free ammonia (FA) and free nitrous acid (FNA) were studied. The development of aerobic granules was carried out in 3 stages. In the first stage, aerobic granules were cultivated using low strength synthetic domestic wastewater with OLR of 1.2kg/m3day. Stable aerobic granules were formed after 60 days operation with an average granule size of 2.2 mm.
first_indexed 2025-11-15T17:48:29Z
format Thesis
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institution Universiti Sains Malaysia
institution_category Local University
language English
last_indexed 2025-11-15T17:48:29Z
publishDate 2012
recordtype eprints
repository_type Digital Repository
spelling usm-422812019-04-12T05:26:22Z http://eprints.usm.my/42281/ Development And Utilization Of Aerobic Granules For Treating Low Strength Domestic Wastewater Peyong , Yet Nee TP1-1185 Chemical technology Aerobic granules were developed using low strength wastewater in sequencing batch reactor (SBR). The changes in microbial morphologies and structures of aerobic granules under different organic loading rates (OLR) and their tolerance towards free ammonia (FA) and free nitrous acid (FNA) were studied. The development of aerobic granules was carried out in 3 stages. In the first stage, aerobic granules were cultivated using low strength synthetic domestic wastewater with OLR of 1.2kg/m3day. Stable aerobic granules were formed after 60 days operation with an average granule size of 2.2 mm. 2012-03 Thesis NonPeerReviewed application/pdf en http://eprints.usm.my/42281/1/PEYONG_YET_NEE.pdf Peyong , Yet Nee (2012) Development And Utilization Of Aerobic Granules For Treating Low Strength Domestic Wastewater. Masters thesis, Universiti Sains Malaysia.
spellingShingle TP1-1185 Chemical technology
Peyong , Yet Nee
Development And Utilization Of Aerobic Granules For Treating Low Strength Domestic Wastewater
title Development And Utilization Of Aerobic Granules For Treating Low Strength Domestic Wastewater
title_full Development And Utilization Of Aerobic Granules For Treating Low Strength Domestic Wastewater
title_fullStr Development And Utilization Of Aerobic Granules For Treating Low Strength Domestic Wastewater
title_full_unstemmed Development And Utilization Of Aerobic Granules For Treating Low Strength Domestic Wastewater
title_short Development And Utilization Of Aerobic Granules For Treating Low Strength Domestic Wastewater
title_sort development and utilization of aerobic granules for treating low strength domestic wastewater
topic TP1-1185 Chemical technology
url http://eprints.usm.my/42281/
http://eprints.usm.my/42281/1/PEYONG_YET_NEE.pdf