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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2012
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my.usm.eprints.42281 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. |
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TP1-1185 Chemical technology |
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TP1-1185 Chemical technology Peyong , Yet Nee Development And Utilization Of Aerobic Granules For Treating Low Strength Domestic Wastewater |
| 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. |
| format |
Thesis |
| author |
Peyong , Yet Nee |
| author_facet |
Peyong , Yet Nee |
| author_sort |
Peyong , Yet Nee |
| title |
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_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_sort |
development and utilization of aerobic granules for
treating low strength domestic wastewater |
| publishDate |
2012 |
| url |
http://eprints.usm.my/42281/1/PEYONG_YET_NEE.pdf http://eprints.usm.my/42281/ |
| _version_ |
1643710460347809792 |