Anaerobic co-digestion of source segregated brown water (feces-without-urine) and food waste : for Singapore context
The objective of this study was to evaluate the feasibility of anaerobic co-digestion of brown water (BW) [feces-without-urine] and food waste (FW) in decentralized, source-separation-based sanitation concept. An effort has been made to separate the yellow water (urine) and brown water from the sour...
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sg-ntu-dr.10356-981862020-03-07T11:43:45Z Anaerobic co-digestion of source segregated brown water (feces-without-urine) and food waste : for Singapore context Rajagopal, Rajinikanth Lim, Jun Wei Mao, Yu Chen, Chia-Lung Wang, Jing-Yuan School of Civil and Environmental Engineering Nanyang Environment and Water Research Institute DRNTU::Engineering::Environmental engineering::Water treatment The objective of this study was to evaluate the feasibility of anaerobic co-digestion of brown water (BW) [feces-without-urine] and food waste (FW) in decentralized, source-separation-based sanitation concept. An effort has been made to separate the yellow water (urine) and brown water from the source (using no-mix toilet) primarily to facilitate further treatment, resource recovery and utilization. Batch assay analytical results indicated that anaerobic co-digestion [BW + FW] showed higher methane yield (0.54–0.59 L CH4/gVSadded) than BW or FW as a sole substrate. Anaerobic co-digestion was performed in the semi-continuously fed laboratory scale reactors viz. two-phase continuous stirred-tank reactor (CSTR) and single-stage sequencing-batch operational mode reactor (SeqBR). Initial 120 d of operation shows that SeqBR performed better in terms of organic matter removal and maximum methane production. At steady-state, CODs, CODt, VS removals of 92.0 ± 3.0, 76.7 ± 5.1 and 75.7 ± 6.6% were achieved for SeqBR at 16 d HRT, respectively. This corresponds to an OLR of 2–3 gCOD/L d and methane yield of about 0.41 L CH4/gVSadded. Good buffering capacity did not lead to accumulation of VFA, showing better process stability of SeqBR at higher loading rates. The positive findings show the great potential of applying anaerobic co-digestion of BW + FW for energy production and waste management. In addition, daily flush water consumption is reduced up to 80%. Decentralized, source-separation-based sanitation concept is expected to provide a practical solution for those countries experiencing rapid urbanization and water shortage issues, for instance Singapore. 2013-11-08T04:00:33Z 2019-12-06T19:51:53Z 2013-11-08T04:00:33Z 2019-12-06T19:51:53Z 2013 2013 Journal Article Rajagopal, R., Lim, J. W., Mao, Y., Chen, C.-L., & Wang, J.-Y. (2013). Anaerobic co-digestion of source segregated brown water (feces-without-urine) and food waste : For Singapore context. Science of the total environment, 443, 877-886. 0048-9697 https://hdl.handle.net/10356/98186 http://hdl.handle.net/10220/17439 10.1016/j.scitotenv.2012.11.016 en Science of the total environment |
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DRNTU::Engineering::Environmental engineering::Water treatment Rajagopal, Rajinikanth Lim, Jun Wei Mao, Yu Chen, Chia-Lung Wang, Jing-Yuan Anaerobic co-digestion of source segregated brown water (feces-without-urine) and food waste : for Singapore context |
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The objective of this study was to evaluate the feasibility of anaerobic co-digestion of brown water (BW) [feces-without-urine] and food waste (FW) in decentralized, source-separation-based sanitation concept. An effort has been made to separate the yellow water (urine) and brown water from the source (using no-mix toilet) primarily to facilitate further treatment, resource recovery and utilization. Batch assay analytical results indicated that anaerobic co-digestion [BW + FW] showed higher methane yield (0.54–0.59 L CH4/gVSadded) than BW or FW as a sole substrate. Anaerobic co-digestion was performed in the semi-continuously fed laboratory scale reactors viz. two-phase continuous stirred-tank reactor (CSTR) and single-stage sequencing-batch operational mode reactor (SeqBR). Initial 120 d of operation shows that SeqBR performed better in terms of organic matter removal and maximum methane production. At steady-state, CODs, CODt, VS removals of 92.0 ± 3.0, 76.7 ± 5.1 and 75.7 ± 6.6% were achieved for SeqBR at 16 d HRT, respectively. This corresponds to an OLR of 2–3 gCOD/L d and methane yield of about 0.41 L CH4/gVSadded. Good buffering capacity did not lead to accumulation of VFA, showing better process stability of SeqBR at higher loading rates. The positive findings show the great potential of applying anaerobic co-digestion of BW + FW for energy production and waste management. In addition, daily flush water consumption is reduced up to 80%. Decentralized, source-separation-based sanitation concept is expected to provide a practical solution for those countries experiencing rapid urbanization and water shortage issues, for instance Singapore. |
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School of Civil and Environmental Engineering |
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School of Civil and Environmental Engineering Rajagopal, Rajinikanth Lim, Jun Wei Mao, Yu Chen, Chia-Lung Wang, Jing-Yuan |
format |
Article |
author |
Rajagopal, Rajinikanth Lim, Jun Wei Mao, Yu Chen, Chia-Lung Wang, Jing-Yuan |
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Rajagopal, Rajinikanth |
title |
Anaerobic co-digestion of source segregated brown water (feces-without-urine) and food waste : for Singapore context |
title_short |
Anaerobic co-digestion of source segregated brown water (feces-without-urine) and food waste : for Singapore context |
title_full |
Anaerobic co-digestion of source segregated brown water (feces-without-urine) and food waste : for Singapore context |
title_fullStr |
Anaerobic co-digestion of source segregated brown water (feces-without-urine) and food waste : for Singapore context |
title_full_unstemmed |
Anaerobic co-digestion of source segregated brown water (feces-without-urine) and food waste : for Singapore context |
title_sort |
anaerobic co-digestion of source segregated brown water (feces-without-urine) and food waste : for singapore context |
publishDate |
2013 |
url |
https://hdl.handle.net/10356/98186 http://hdl.handle.net/10220/17439 |
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1681035560921071616 |