Breakthrough in Treatment of Sewage Using TADOX®, By-Passing Biological Treatment with removal of Micropollutants to enable high end Water Reuse
Abstract When it comes to enhancing treated water reuse efficiency for non-potable, high-end reuse especially from municipal and sewage wastewater, the quality is not found suitable. Probably due to mixing of sewage with inadequately treated industrial effluents, use of conventional approaches and h...
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| Autor*in: |
Bahadur, Nupur [verfasserIn] |
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E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2023 |
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© The Institution of Engineers (India) 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. |
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| Übergeordnetes Werk: |
Enthalten in: Journal of the Institution of Engineers (India) - [New Delhi] : Springer India, 2012, 104(2023), 3 vom: 03. Juni, Seite 541-550 |
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| Übergeordnetes Werk: |
volume:104 ; year:2023 ; number:3 ; day:03 ; month:06 ; pages:541-550 |
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| DOI / URN: |
10.1007/s40030-023-00738-5 |
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| Katalog-ID: |
SPR052580938 |
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| 520 | |a Abstract When it comes to enhancing treated water reuse efficiency for non-potable, high-end reuse especially from municipal and sewage wastewater, the quality is not found suitable. Probably due to mixing of sewage with inadequately treated industrial effluents, use of conventional approaches and high reliability on biological treatment technologies, which being prone to shock loads, leads to inadequate treatment. In this regard, Advanced Oxidation Process (AOP)-based integration is a promising approach. Further any possibility of bypassing bioremediation will be nothing less than a breakthrough, which has been achieved using an in-house developed technology called, TERI (The Energy and Resources Institute) Advanced Oxidation Technology ($ TADOX^{®} $), which utilizes UV-$ TiO_{2} $ Photocatalysis at secondary treatment stage. Present study aims at treating wastewater from Sewage Treatment Plant (STP) in two ways, (I) Outlet (STP-OUT), i.e. current biologically treated water is further polished with $ TADOX^{®} $ and (II) Inlet (STP-IN), i.e. inlet is directly treated using $ TADOX^{®} $, bypassing any kind of bioremediation. %Change in colour, BOD, COD, NO3-N, PO3-P, Residual Total coliform bacteria and Residual E. Coli (in MPN/ 100 ml) in STP-OUT were 4.5, 70, 67, 22.5, 70, 406 and 206; whereas in STP-IN, were 88, 97, 94, 89, 80, 6 and 3, respectively. % Removal of Micro-pollutants like Diazinon, Caffeine, Acetaminophen, Ibuprofen, Diclofenac and Naproxen in STP-OUT were 55.5, 49, 20, 29, 83, 55; whereas in STP-IN, 87, 100, 93, 60, 100, 40, respectively. Also this study has explored the possibility of directly treating the STP-IN, enabling reduction in treatment times from average 24h to 5h, together reducing the footprint, making sewage treatment highly resource and energy efficient, enabling augmentation of treatment capacities within existing infrastructure and meeting SDG 6 in many aspects. | ||
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| 700 | 1 | |a Sarkar, Shyamal Kumar |4 aut | |
| 700 | 1 | |a Dhawan, Vibha |4 aut | |
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10.1007/s40030-023-00738-5 doi (DE-627)SPR052580938 (SPR)s40030-023-00738-5-e DE-627 ger DE-627 rakwb eng Bahadur, Nupur verfasserin aut Breakthrough in Treatment of Sewage Using TADOX®, By-Passing Biological Treatment with removal of Micropollutants to enable high end Water Reuse 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Institution of Engineers (India) 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract When it comes to enhancing treated water reuse efficiency for non-potable, high-end reuse especially from municipal and sewage wastewater, the quality is not found suitable. Probably due to mixing of sewage with inadequately treated industrial effluents, use of conventional approaches and high reliability on biological treatment technologies, which being prone to shock loads, leads to inadequate treatment. In this regard, Advanced Oxidation Process (AOP)-based integration is a promising approach. Further any possibility of bypassing bioremediation will be nothing less than a breakthrough, which has been achieved using an in-house developed technology called, TERI (The Energy and Resources Institute) Advanced Oxidation Technology ($ TADOX^{®} $), which utilizes UV-$ TiO_{2} $ Photocatalysis at secondary treatment stage. Present study aims at treating wastewater from Sewage Treatment Plant (STP) in two ways, (I) Outlet (STP-OUT), i.e. current biologically treated water is further polished with $ TADOX^{®} $ and (II) Inlet (STP-IN), i.e. inlet is directly treated using $ TADOX^{®} $, bypassing any kind of bioremediation. %Change in colour, BOD, COD, NO3-N, PO3-P, Residual Total coliform bacteria and Residual E. Coli (in MPN/ 100 ml) in STP-OUT were 4.5, 70, 67, 22.5, 70, 406 and 206; whereas in STP-IN, were 88, 97, 94, 89, 80, 6 and 3, respectively. % Removal of Micro-pollutants like Diazinon, Caffeine, Acetaminophen, Ibuprofen, Diclofenac and Naproxen in STP-OUT were 55.5, 49, 20, 29, 83, 55; whereas in STP-IN, 87, 100, 93, 60, 100, 40, respectively. Also this study has explored the possibility of directly treating the STP-IN, enabling reduction in treatment times from average 24h to 5h, together reducing the footprint, making sewage treatment highly resource and energy efficient, enabling augmentation of treatment capacities within existing infrastructure and meeting SDG 6 in many aspects. Sewage treatment (dpeaa)DE-He213 Bypassing biological treatment (dpeaa)DE-He213 Micropollutants (dpeaa)DE-He213 Treated water reuse (dpeaa)DE-He213 Municipal wastewater (dpeaa)DE-He213 TADOX (dpeaa)DE-He213 Bhargava, Nipun aut Sarkar, Shyamal Kumar aut Dhawan, Vibha aut Enthalten in Journal of the Institution of Engineers (India) [New Delhi] : Springer India, 2012 104(2023), 3 vom: 03. Juni, Seite 541-550 (DE-627)722236743 (DE-600)2677555-4 2250-2157 nnns volume:104 year:2023 number:3 day:03 month:06 pages:541-550 https://dx.doi.org/10.1007/s40030-023-00738-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 104 2023 3 03 06 541-550 |
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10.1007/s40030-023-00738-5 doi (DE-627)SPR052580938 (SPR)s40030-023-00738-5-e DE-627 ger DE-627 rakwb eng Bahadur, Nupur verfasserin aut Breakthrough in Treatment of Sewage Using TADOX®, By-Passing Biological Treatment with removal of Micropollutants to enable high end Water Reuse 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Institution of Engineers (India) 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract When it comes to enhancing treated water reuse efficiency for non-potable, high-end reuse especially from municipal and sewage wastewater, the quality is not found suitable. Probably due to mixing of sewage with inadequately treated industrial effluents, use of conventional approaches and high reliability on biological treatment technologies, which being prone to shock loads, leads to inadequate treatment. In this regard, Advanced Oxidation Process (AOP)-based integration is a promising approach. Further any possibility of bypassing bioremediation will be nothing less than a breakthrough, which has been achieved using an in-house developed technology called, TERI (The Energy and Resources Institute) Advanced Oxidation Technology ($ TADOX^{®} $), which utilizes UV-$ TiO_{2} $ Photocatalysis at secondary treatment stage. Present study aims at treating wastewater from Sewage Treatment Plant (STP) in two ways, (I) Outlet (STP-OUT), i.e. current biologically treated water is further polished with $ TADOX^{®} $ and (II) Inlet (STP-IN), i.e. inlet is directly treated using $ TADOX^{®} $, bypassing any kind of bioremediation. %Change in colour, BOD, COD, NO3-N, PO3-P, Residual Total coliform bacteria and Residual E. Coli (in MPN/ 100 ml) in STP-OUT were 4.5, 70, 67, 22.5, 70, 406 and 206; whereas in STP-IN, were 88, 97, 94, 89, 80, 6 and 3, respectively. % Removal of Micro-pollutants like Diazinon, Caffeine, Acetaminophen, Ibuprofen, Diclofenac and Naproxen in STP-OUT were 55.5, 49, 20, 29, 83, 55; whereas in STP-IN, 87, 100, 93, 60, 100, 40, respectively. Also this study has explored the possibility of directly treating the STP-IN, enabling reduction in treatment times from average 24h to 5h, together reducing the footprint, making sewage treatment highly resource and energy efficient, enabling augmentation of treatment capacities within existing infrastructure and meeting SDG 6 in many aspects. Sewage treatment (dpeaa)DE-He213 Bypassing biological treatment (dpeaa)DE-He213 Micropollutants (dpeaa)DE-He213 Treated water reuse (dpeaa)DE-He213 Municipal wastewater (dpeaa)DE-He213 TADOX (dpeaa)DE-He213 Bhargava, Nipun aut Sarkar, Shyamal Kumar aut Dhawan, Vibha aut Enthalten in Journal of the Institution of Engineers (India) [New Delhi] : Springer India, 2012 104(2023), 3 vom: 03. Juni, Seite 541-550 (DE-627)722236743 (DE-600)2677555-4 2250-2157 nnns volume:104 year:2023 number:3 day:03 month:06 pages:541-550 https://dx.doi.org/10.1007/s40030-023-00738-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 104 2023 3 03 06 541-550 |
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10.1007/s40030-023-00738-5 doi (DE-627)SPR052580938 (SPR)s40030-023-00738-5-e DE-627 ger DE-627 rakwb eng Bahadur, Nupur verfasserin aut Breakthrough in Treatment of Sewage Using TADOX®, By-Passing Biological Treatment with removal of Micropollutants to enable high end Water Reuse 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Institution of Engineers (India) 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract When it comes to enhancing treated water reuse efficiency for non-potable, high-end reuse especially from municipal and sewage wastewater, the quality is not found suitable. Probably due to mixing of sewage with inadequately treated industrial effluents, use of conventional approaches and high reliability on biological treatment technologies, which being prone to shock loads, leads to inadequate treatment. In this regard, Advanced Oxidation Process (AOP)-based integration is a promising approach. Further any possibility of bypassing bioremediation will be nothing less than a breakthrough, which has been achieved using an in-house developed technology called, TERI (The Energy and Resources Institute) Advanced Oxidation Technology ($ TADOX^{®} $), which utilizes UV-$ TiO_{2} $ Photocatalysis at secondary treatment stage. Present study aims at treating wastewater from Sewage Treatment Plant (STP) in two ways, (I) Outlet (STP-OUT), i.e. current biologically treated water is further polished with $ TADOX^{®} $ and (II) Inlet (STP-IN), i.e. inlet is directly treated using $ TADOX^{®} $, bypassing any kind of bioremediation. %Change in colour, BOD, COD, NO3-N, PO3-P, Residual Total coliform bacteria and Residual E. Coli (in MPN/ 100 ml) in STP-OUT were 4.5, 70, 67, 22.5, 70, 406 and 206; whereas in STP-IN, were 88, 97, 94, 89, 80, 6 and 3, respectively. % Removal of Micro-pollutants like Diazinon, Caffeine, Acetaminophen, Ibuprofen, Diclofenac and Naproxen in STP-OUT were 55.5, 49, 20, 29, 83, 55; whereas in STP-IN, 87, 100, 93, 60, 100, 40, respectively. Also this study has explored the possibility of directly treating the STP-IN, enabling reduction in treatment times from average 24h to 5h, together reducing the footprint, making sewage treatment highly resource and energy efficient, enabling augmentation of treatment capacities within existing infrastructure and meeting SDG 6 in many aspects. Sewage treatment (dpeaa)DE-He213 Bypassing biological treatment (dpeaa)DE-He213 Micropollutants (dpeaa)DE-He213 Treated water reuse (dpeaa)DE-He213 Municipal wastewater (dpeaa)DE-He213 TADOX (dpeaa)DE-He213 Bhargava, Nipun aut Sarkar, Shyamal Kumar aut Dhawan, Vibha aut Enthalten in Journal of the Institution of Engineers (India) [New Delhi] : Springer India, 2012 104(2023), 3 vom: 03. Juni, Seite 541-550 (DE-627)722236743 (DE-600)2677555-4 2250-2157 nnns volume:104 year:2023 number:3 day:03 month:06 pages:541-550 https://dx.doi.org/10.1007/s40030-023-00738-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 104 2023 3 03 06 541-550 |
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10.1007/s40030-023-00738-5 doi (DE-627)SPR052580938 (SPR)s40030-023-00738-5-e DE-627 ger DE-627 rakwb eng Bahadur, Nupur verfasserin aut Breakthrough in Treatment of Sewage Using TADOX®, By-Passing Biological Treatment with removal of Micropollutants to enable high end Water Reuse 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Institution of Engineers (India) 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract When it comes to enhancing treated water reuse efficiency for non-potable, high-end reuse especially from municipal and sewage wastewater, the quality is not found suitable. Probably due to mixing of sewage with inadequately treated industrial effluents, use of conventional approaches and high reliability on biological treatment technologies, which being prone to shock loads, leads to inadequate treatment. In this regard, Advanced Oxidation Process (AOP)-based integration is a promising approach. Further any possibility of bypassing bioremediation will be nothing less than a breakthrough, which has been achieved using an in-house developed technology called, TERI (The Energy and Resources Institute) Advanced Oxidation Technology ($ TADOX^{®} $), which utilizes UV-$ TiO_{2} $ Photocatalysis at secondary treatment stage. Present study aims at treating wastewater from Sewage Treatment Plant (STP) in two ways, (I) Outlet (STP-OUT), i.e. current biologically treated water is further polished with $ TADOX^{®} $ and (II) Inlet (STP-IN), i.e. inlet is directly treated using $ TADOX^{®} $, bypassing any kind of bioremediation. %Change in colour, BOD, COD, NO3-N, PO3-P, Residual Total coliform bacteria and Residual E. Coli (in MPN/ 100 ml) in STP-OUT were 4.5, 70, 67, 22.5, 70, 406 and 206; whereas in STP-IN, were 88, 97, 94, 89, 80, 6 and 3, respectively. % Removal of Micro-pollutants like Diazinon, Caffeine, Acetaminophen, Ibuprofen, Diclofenac and Naproxen in STP-OUT were 55.5, 49, 20, 29, 83, 55; whereas in STP-IN, 87, 100, 93, 60, 100, 40, respectively. Also this study has explored the possibility of directly treating the STP-IN, enabling reduction in treatment times from average 24h to 5h, together reducing the footprint, making sewage treatment highly resource and energy efficient, enabling augmentation of treatment capacities within existing infrastructure and meeting SDG 6 in many aspects. Sewage treatment (dpeaa)DE-He213 Bypassing biological treatment (dpeaa)DE-He213 Micropollutants (dpeaa)DE-He213 Treated water reuse (dpeaa)DE-He213 Municipal wastewater (dpeaa)DE-He213 TADOX (dpeaa)DE-He213 Bhargava, Nipun aut Sarkar, Shyamal Kumar aut Dhawan, Vibha aut Enthalten in Journal of the Institution of Engineers (India) [New Delhi] : Springer India, 2012 104(2023), 3 vom: 03. Juni, Seite 541-550 (DE-627)722236743 (DE-600)2677555-4 2250-2157 nnns volume:104 year:2023 number:3 day:03 month:06 pages:541-550 https://dx.doi.org/10.1007/s40030-023-00738-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 104 2023 3 03 06 541-550 |
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10.1007/s40030-023-00738-5 doi (DE-627)SPR052580938 (SPR)s40030-023-00738-5-e DE-627 ger DE-627 rakwb eng Bahadur, Nupur verfasserin aut Breakthrough in Treatment of Sewage Using TADOX®, By-Passing Biological Treatment with removal of Micropollutants to enable high end Water Reuse 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Institution of Engineers (India) 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract When it comes to enhancing treated water reuse efficiency for non-potable, high-end reuse especially from municipal and sewage wastewater, the quality is not found suitable. Probably due to mixing of sewage with inadequately treated industrial effluents, use of conventional approaches and high reliability on biological treatment technologies, which being prone to shock loads, leads to inadequate treatment. In this regard, Advanced Oxidation Process (AOP)-based integration is a promising approach. Further any possibility of bypassing bioremediation will be nothing less than a breakthrough, which has been achieved using an in-house developed technology called, TERI (The Energy and Resources Institute) Advanced Oxidation Technology ($ TADOX^{®} $), which utilizes UV-$ TiO_{2} $ Photocatalysis at secondary treatment stage. Present study aims at treating wastewater from Sewage Treatment Plant (STP) in two ways, (I) Outlet (STP-OUT), i.e. current biologically treated water is further polished with $ TADOX^{®} $ and (II) Inlet (STP-IN), i.e. inlet is directly treated using $ TADOX^{®} $, bypassing any kind of bioremediation. %Change in colour, BOD, COD, NO3-N, PO3-P, Residual Total coliform bacteria and Residual E. Coli (in MPN/ 100 ml) in STP-OUT were 4.5, 70, 67, 22.5, 70, 406 and 206; whereas in STP-IN, were 88, 97, 94, 89, 80, 6 and 3, respectively. % Removal of Micro-pollutants like Diazinon, Caffeine, Acetaminophen, Ibuprofen, Diclofenac and Naproxen in STP-OUT were 55.5, 49, 20, 29, 83, 55; whereas in STP-IN, 87, 100, 93, 60, 100, 40, respectively. Also this study has explored the possibility of directly treating the STP-IN, enabling reduction in treatment times from average 24h to 5h, together reducing the footprint, making sewage treatment highly resource and energy efficient, enabling augmentation of treatment capacities within existing infrastructure and meeting SDG 6 in many aspects. Sewage treatment (dpeaa)DE-He213 Bypassing biological treatment (dpeaa)DE-He213 Micropollutants (dpeaa)DE-He213 Treated water reuse (dpeaa)DE-He213 Municipal wastewater (dpeaa)DE-He213 TADOX (dpeaa)DE-He213 Bhargava, Nipun aut Sarkar, Shyamal Kumar aut Dhawan, Vibha aut Enthalten in Journal of the Institution of Engineers (India) [New Delhi] : Springer India, 2012 104(2023), 3 vom: 03. Juni, Seite 541-550 (DE-627)722236743 (DE-600)2677555-4 2250-2157 nnns volume:104 year:2023 number:3 day:03 month:06 pages:541-550 https://dx.doi.org/10.1007/s40030-023-00738-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 104 2023 3 03 06 541-550 |
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Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract When it comes to enhancing treated water reuse efficiency for non-potable, high-end reuse especially from municipal and sewage wastewater, the quality is not found suitable. Probably due to mixing of sewage with inadequately treated industrial effluents, use of conventional approaches and high reliability on biological treatment technologies, which being prone to shock loads, leads to inadequate treatment. In this regard, Advanced Oxidation Process (AOP)-based integration is a promising approach. Further any possibility of bypassing bioremediation will be nothing less than a breakthrough, which has been achieved using an in-house developed technology called, TERI (The Energy and Resources Institute) Advanced Oxidation Technology ($ TADOX^{®} $), which utilizes UV-$ TiO_{2} $ Photocatalysis at secondary treatment stage. Present study aims at treating wastewater from Sewage Treatment Plant (STP) in two ways, (I) Outlet (STP-OUT), i.e. current biologically treated water is further polished with $ TADOX^{®} $ and (II) Inlet (STP-IN), i.e. inlet is directly treated using $ TADOX^{®} $, bypassing any kind of bioremediation. %Change in colour, BOD, COD, NO3-N, PO3-P, Residual Total coliform bacteria and Residual E. Coli (in MPN/ 100 ml) in STP-OUT were 4.5, 70, 67, 22.5, 70, 406 and 206; whereas in STP-IN, were 88, 97, 94, 89, 80, 6 and 3, respectively. % Removal of Micro-pollutants like Diazinon, Caffeine, Acetaminophen, Ibuprofen, Diclofenac and Naproxen in STP-OUT were 55.5, 49, 20, 29, 83, 55; whereas in STP-IN, 87, 100, 93, 60, 100, 40, respectively. 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Bahadur, Nupur |
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Bahadur, Nupur misc Sewage treatment misc Bypassing biological treatment misc Micropollutants misc Treated water reuse misc Municipal wastewater misc TADOX Breakthrough in Treatment of Sewage Using TADOX®, By-Passing Biological Treatment with removal of Micropollutants to enable high end Water Reuse |
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Breakthrough in Treatment of Sewage Using TADOX®, By-Passing Biological Treatment with removal of Micropollutants to enable high end Water Reuse Sewage treatment (dpeaa)DE-He213 Bypassing biological treatment (dpeaa)DE-He213 Micropollutants (dpeaa)DE-He213 Treated water reuse (dpeaa)DE-He213 Municipal wastewater (dpeaa)DE-He213 TADOX (dpeaa)DE-He213 |
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Breakthrough in Treatment of Sewage Using TADOX®, By-Passing Biological Treatment with removal of Micropollutants to enable high end Water Reuse |
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Bahadur, Nupur Bhargava, Nipun Sarkar, Shyamal Kumar Dhawan, Vibha |
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breakthrough in treatment of sewage using tadox®, by-passing biological treatment with removal of micropollutants to enable high end water reuse |
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Breakthrough in Treatment of Sewage Using TADOX®, By-Passing Biological Treatment with removal of Micropollutants to enable high end Water Reuse |
| abstract |
Abstract When it comes to enhancing treated water reuse efficiency for non-potable, high-end reuse especially from municipal and sewage wastewater, the quality is not found suitable. Probably due to mixing of sewage with inadequately treated industrial effluents, use of conventional approaches and high reliability on biological treatment technologies, which being prone to shock loads, leads to inadequate treatment. In this regard, Advanced Oxidation Process (AOP)-based integration is a promising approach. Further any possibility of bypassing bioremediation will be nothing less than a breakthrough, which has been achieved using an in-house developed technology called, TERI (The Energy and Resources Institute) Advanced Oxidation Technology ($ TADOX^{®} $), which utilizes UV-$ TiO_{2} $ Photocatalysis at secondary treatment stage. Present study aims at treating wastewater from Sewage Treatment Plant (STP) in two ways, (I) Outlet (STP-OUT), i.e. current biologically treated water is further polished with $ TADOX^{®} $ and (II) Inlet (STP-IN), i.e. inlet is directly treated using $ TADOX^{®} $, bypassing any kind of bioremediation. %Change in colour, BOD, COD, NO3-N, PO3-P, Residual Total coliform bacteria and Residual E. Coli (in MPN/ 100 ml) in STP-OUT were 4.5, 70, 67, 22.5, 70, 406 and 206; whereas in STP-IN, were 88, 97, 94, 89, 80, 6 and 3, respectively. % Removal of Micro-pollutants like Diazinon, Caffeine, Acetaminophen, Ibuprofen, Diclofenac and Naproxen in STP-OUT were 55.5, 49, 20, 29, 83, 55; whereas in STP-IN, 87, 100, 93, 60, 100, 40, respectively. Also this study has explored the possibility of directly treating the STP-IN, enabling reduction in treatment times from average 24h to 5h, together reducing the footprint, making sewage treatment highly resource and energy efficient, enabling augmentation of treatment capacities within existing infrastructure and meeting SDG 6 in many aspects. © The Institution of Engineers (India) 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. |
| abstractGer |
Abstract When it comes to enhancing treated water reuse efficiency for non-potable, high-end reuse especially from municipal and sewage wastewater, the quality is not found suitable. Probably due to mixing of sewage with inadequately treated industrial effluents, use of conventional approaches and high reliability on biological treatment technologies, which being prone to shock loads, leads to inadequate treatment. In this regard, Advanced Oxidation Process (AOP)-based integration is a promising approach. Further any possibility of bypassing bioremediation will be nothing less than a breakthrough, which has been achieved using an in-house developed technology called, TERI (The Energy and Resources Institute) Advanced Oxidation Technology ($ TADOX^{®} $), which utilizes UV-$ TiO_{2} $ Photocatalysis at secondary treatment stage. Present study aims at treating wastewater from Sewage Treatment Plant (STP) in two ways, (I) Outlet (STP-OUT), i.e. current biologically treated water is further polished with $ TADOX^{®} $ and (II) Inlet (STP-IN), i.e. inlet is directly treated using $ TADOX^{®} $, bypassing any kind of bioremediation. %Change in colour, BOD, COD, NO3-N, PO3-P, Residual Total coliform bacteria and Residual E. Coli (in MPN/ 100 ml) in STP-OUT were 4.5, 70, 67, 22.5, 70, 406 and 206; whereas in STP-IN, were 88, 97, 94, 89, 80, 6 and 3, respectively. % Removal of Micro-pollutants like Diazinon, Caffeine, Acetaminophen, Ibuprofen, Diclofenac and Naproxen in STP-OUT were 55.5, 49, 20, 29, 83, 55; whereas in STP-IN, 87, 100, 93, 60, 100, 40, respectively. Also this study has explored the possibility of directly treating the STP-IN, enabling reduction in treatment times from average 24h to 5h, together reducing the footprint, making sewage treatment highly resource and energy efficient, enabling augmentation of treatment capacities within existing infrastructure and meeting SDG 6 in many aspects. © The Institution of Engineers (India) 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. |
| abstract_unstemmed |
Abstract When it comes to enhancing treated water reuse efficiency for non-potable, high-end reuse especially from municipal and sewage wastewater, the quality is not found suitable. Probably due to mixing of sewage with inadequately treated industrial effluents, use of conventional approaches and high reliability on biological treatment technologies, which being prone to shock loads, leads to inadequate treatment. In this regard, Advanced Oxidation Process (AOP)-based integration is a promising approach. Further any possibility of bypassing bioremediation will be nothing less than a breakthrough, which has been achieved using an in-house developed technology called, TERI (The Energy and Resources Institute) Advanced Oxidation Technology ($ TADOX^{®} $), which utilizes UV-$ TiO_{2} $ Photocatalysis at secondary treatment stage. Present study aims at treating wastewater from Sewage Treatment Plant (STP) in two ways, (I) Outlet (STP-OUT), i.e. current biologically treated water is further polished with $ TADOX^{®} $ and (II) Inlet (STP-IN), i.e. inlet is directly treated using $ TADOX^{®} $, bypassing any kind of bioremediation. %Change in colour, BOD, COD, NO3-N, PO3-P, Residual Total coliform bacteria and Residual E. Coli (in MPN/ 100 ml) in STP-OUT were 4.5, 70, 67, 22.5, 70, 406 and 206; whereas in STP-IN, were 88, 97, 94, 89, 80, 6 and 3, respectively. % Removal of Micro-pollutants like Diazinon, Caffeine, Acetaminophen, Ibuprofen, Diclofenac and Naproxen in STP-OUT were 55.5, 49, 20, 29, 83, 55; whereas in STP-IN, 87, 100, 93, 60, 100, 40, respectively. Also this study has explored the possibility of directly treating the STP-IN, enabling reduction in treatment times from average 24h to 5h, together reducing the footprint, making sewage treatment highly resource and energy efficient, enabling augmentation of treatment capacities within existing infrastructure and meeting SDG 6 in many aspects. © The Institution of Engineers (India) 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. |
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Breakthrough in Treatment of Sewage Using TADOX®, By-Passing Biological Treatment with removal of Micropollutants to enable high end Water Reuse |
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https://dx.doi.org/10.1007/s40030-023-00738-5 |
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Bhargava, Nipun Sarkar, Shyamal Kumar Dhawan, Vibha |
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| score |
7.401514 |