Comparison between treatment of KSWW only and mixture of KSWW and WMWW using subMBR
Submerged MBR ultrafilter hollowfiber membrane was used to treat ‘higher‐load’ grey water: (a) kitchen‐sink wastewater only, and (b) a mixture of kitchen‐sink wastewater (KSWW) and washing‐machine wastewater (WMWW). Reactors were operated at HRT of 4, 7, 12 and 24 hours for both types of wastewaters...
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oai:animorepository.dlsu.edu.ph:faculty_research-64782022-05-05T07:15:53Z Comparison between treatment of KSWW only and mixture of KSWW and WMWW using subMBR Huelgas, Aileen P. Nakajima, Masashi Nagata, Hiroyuki Funamizo, Naoyuki Submerged MBR ultrafilter hollowfiber membrane was used to treat ‘higher‐load’ grey water: (a) kitchen‐sink wastewater only, and (b) a mixture of kitchen‐sink wastewater (KSWW) and washing‐machine wastewater (WMWW). Reactors were operated at HRT of 4, 7, 12 and 24 hours for both types of wastewaters. Appropriate loading rate to be supplied to the system was determined by monitoring the organic matter removal, N and P. This paper presents the result of treatment at HRT of 12 hours. The COD of permeate and reactor exhibited stable conditions at HRT of 12 hr. However, the values were higher in the system treating a mixture of KSWW and WMWW than the KSWW only, even though operated at the same condition. This indicated that washing machine wastewater has component that is not completely biodegraded. Moreover, nitrates and phosphates were detected at reactors and permeate with longer HRT (12 and 24 hours). UF membrane results low flux. Therefore, further investigation using a microfilter membrane will be considered in the future. 2022-05-12T03:24:44Z text https://animorepository.dlsu.edu.ph/faculty_research/5693 Faculty Research Work Animo Repository Sewage—Purification Membrane reactors Ultrafiltration Chemical Engineering |
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Sewage—Purification Membrane reactors Ultrafiltration Chemical Engineering Huelgas, Aileen P. Nakajima, Masashi Nagata, Hiroyuki Funamizo, Naoyuki Comparison between treatment of KSWW only and mixture of KSWW and WMWW using subMBR |
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Submerged MBR ultrafilter hollowfiber membrane was used to treat ‘higher‐load’ grey water: (a) kitchen‐sink wastewater only, and (b) a mixture of kitchen‐sink wastewater (KSWW) and washing‐machine wastewater (WMWW). Reactors were operated at HRT of 4, 7, 12 and 24 hours for both types of wastewaters. Appropriate loading rate to be supplied to the system was determined by monitoring the organic matter removal, N and P. This paper presents the result of treatment at HRT of 12 hours. The COD of permeate and reactor exhibited stable conditions at HRT of 12 hr. However, the values were higher in the system treating a mixture of KSWW and WMWW than the KSWW only, even though operated at the same condition. This indicated that washing machine wastewater has component that is not completely biodegraded. Moreover, nitrates and phosphates were detected at reactors and permeate with longer HRT (12 and 24 hours). UF membrane results low flux. Therefore, further investigation using a microfilter membrane will be considered in the future. |
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text |
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Huelgas, Aileen P. Nakajima, Masashi Nagata, Hiroyuki Funamizo, Naoyuki |
author_facet |
Huelgas, Aileen P. Nakajima, Masashi Nagata, Hiroyuki Funamizo, Naoyuki |
author_sort |
Huelgas, Aileen P. |
title |
Comparison between treatment of KSWW only and mixture of KSWW and WMWW using subMBR |
title_short |
Comparison between treatment of KSWW only and mixture of KSWW and WMWW using subMBR |
title_full |
Comparison between treatment of KSWW only and mixture of KSWW and WMWW using subMBR |
title_fullStr |
Comparison between treatment of KSWW only and mixture of KSWW and WMWW using subMBR |
title_full_unstemmed |
Comparison between treatment of KSWW only and mixture of KSWW and WMWW using subMBR |
title_sort |
comparison between treatment of ksww only and mixture of ksww and wmww using submbr |
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Animo Repository |
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2022 |
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https://animorepository.dlsu.edu.ph/faculty_research/5693 |
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