Araştırma Makalesi
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Yıl 2020, Cilt: 38 Sayı: 4, 1741 - 1751, 05.10.2021

Öz

Kaynakça

  • [1] Yuan C., Wang B., Peng Y., Li X., Zhang Q., Hu T., “Enhanced nutrient removal of simultaneous partial nitrification, denitrification and phosphorus removal (SPNDPR) in a single-stage anaerobic/micro-aerobic sequencing batch reactor for treating real sewage with low carbon/nitrogen”, Chemosphere, 257, 127097, 2020.
  • [2] Pelaz L., Gomez A., Letona A., Garralon G., Fdz-Polanco M., “Nitrogen removal in domestic wastewater. Effect of nitrate recycling and COD/N ratio”, Chemosphere, 212, 8-14, 2018.
  • [3] Bertanza G., Menoni L., Capoferri G.U., Pedrazzani R., “Promoting biological phosphorus removal in a full scale pre-denitrification wastewater treatment plant”, Journal of Environmental Management, 254, 109803, 2020.
  • [4] Ji B., Zhu L., Wang S., Qin H., Ma Y., Liu Y., “A novel micro-ferrous dosing strategy for enhancing biologicalphosphorus removal from municipal wastewater”, Science of the Total Environment, 704, 135453, 2020.
  • [5] Campo R., Sguanci S., Caffaz S., Mazzoli L., Ramazzotti M., Lubello C., Lotti T., “Efficient carbon, nitrogen and phosphorus removal from low C/N real domestic wastewater with aerobic granular sludge”, BioresourceTechnology, 305, 122961, 2020.
  • [6] Li L., Song K., Yeerken S., Geng S., Liu D., Dai Z., Xie F., Zhou X., Wang Q., “Effect evaluation of microplastics on activated sludge nitrification and denitrification”, Science of the Total Environment, 707, 135953, 2020.
  • [7] Tian M., Zhao F., Shen X., Chu K., Wang J., Chen S., Guo Y., Liu H., “The first metagenome of activated sludge from full-scale anaerobic/anoxic/oxic (A2O) nitrogen and phosphorus removal reactor using Illumina sequencing”, Journal of Environmental Sciences, 35, 181-190, 2015.
  • [8] Han Y., Yang K., Yang T., Zhang M., Li L., “Bioaerosols emission and exposure risk of a wastewater treatment plant with A2O treatment process”, Ecotoxicology and Environmental Safety, 169, 161-168, 2019.
  • [9] Liu W., Wu Y., Zhang S., Gao Y., Jiang Y., Horn H., Li J., “Successful granulation and microbial differentiation of activated sludge in anaerobic/anoxic/aerobic (A2O) reactor with two-zonesedimentation tank treating municipal sewage”, Water Research, 178, 115825, 2020.
  • [10] Peng S., Deng S., Li D., Xie B., Yang X., Lai C., Sun S., Yao H., “Iron-carbon galvanic cells strengthened anaerobic/anoxic/oxic process (Fe/C-A2O) for high-nitrogen/phosphorus and low-carbon sewage treatment”, Science of the Total Environment, 722, 137657, 2020.
  • [11] Baeza J.A., Gabriel D., Lafuente J., “Effect of internal recycle on the nitrogen removal efficiency of ananaerobic/anoxic/oxic (A2/O) wastewater treatment plant (WWTP)”, Process Biochemistry, 39, 1615–1624, 2004.
  • [12] Yan X., Zheng J., Han Y., Liu J., Sun J., “Effect of internal recycle ratio on the denitrification process and nirS-containing bacteria of an anaerobic/anoxic/oxic (A2/O) wastewater treatment process”, Environment Protection Engineering, 45 (3), 87-101, 2019.
  • [13] Zhang M., Song T., Zhu C., Fan Y., Soares A., Gu X., Wu J., “Roles of nitrate recycling ratio in the A2/O - MBBR denitrifying phosphorus removal system for high-efficient wastewater treatment: Performance comparison, nutrient mechanism and potential evaluation”, Journal of Environmental Management, 270, 110887, 2020.
  • [14] Varhelyi M., Cristea V.M., Brehar M., “Improving wastewater treatment plant operation by ammonia based aeration and return activated sludge control”, Proceedings of the 29th European Symposium on Computer Aided Process Engineering June 16th to 19th, 2019, Eindhoven, The Netherlands, 2019.
  • [15] Liu W., Yang D., Xu L., Jia C., Lu W., Bosire O.I., Shen C., “Effect of Return Sludge Pre-concentration on Biological Phosphorus Removal in a Novel Oxidation Ditch”, Chinese Journal of Chemical Engineering, 20(4), 747-753, 2012.
  • [16] Chen Y., Li B., Ye L., Peng Y., “The combined effects of COD/N ratio and nitrate recycling ratio on nitrogen and phosphorus removal in anaerobic/anoxic/aerobic (A2/O)-biological aerated filter (BAF) systems”, Biochemical Engineering Journal, 93, 235-242, 2015.
  • [17] Rössle W.H., Pretorius W.A., “A review of characterization requirements for in-line prefermenters. Paper 1: Wastewater characterization”, Water SA, 27(3), 405-412, 2001.
  • [18] Gujer Q., Henze M., Mino T., van Loosdrecht M.C.M., Activated sludge model no. 3”, Water Science and Technology, 39, 183-193, 1999.
  • [19] Rieger L., Koch G., Kühni M., Gujer W., Siegrist H., “The eawag bio-P module for activated sludge model no. 3”, Water Research, 35(16), 3887-3903, 2001.
  • [20] Hauduc H., Rieger L., Takacs I., Heduit A., Vonrolleghem P.A., Gillot S., “A systematic approach for model verification – Application on seven published activated sludge models”, Water Science and Technology, 61, 825-839, 2010.
  • [21] Takacs I., Patry G.G., Nolasco D., “A dynamic model of the clarification-thickening process”. Water Research, 25, 1263-1271, 1991.
  • [22] Gallardo-Altamirano M.J., Maza-Márquez P., Peña-Herrera J.M., Rodelas B., Osorio F., Pozo C., “Removal of anti-inflammatory/analgesic pharmaceuticals from urban wastewater in a pilot-scale A2O system: Linking performance and microbial population dynamics to operating variables”, Science of the Total Environment, 643, 1481-1492, 2018.
  • [23] Zeng W., Li L., Yang Y., Wang S., Peng Y., “Nitritation and denitritation of domestic wastewater using a continuous anaerobic-anoxic-aerobic (A2O) process at ambient temperatures”, Bioresource Technology, 101, 8074-8082, 2010.
  • [24] Fan J., Tao T., Zhang J., You G-L., “Performance evaluation of a modified anaerobic/anoxic/oxic (A2/O) process treating low strength wastewater”, Desalination, 249, 822–827, 2009.
  • [25] Lai T.M., Dang H.V., Nguyen D.D., Yim S., Hur J., “Wastewater treatment using a modified A2O process based on fiber polypropylene media”, Journal of Environmental Science and Health, Part A, 46, 1068–1074,2011.
  • [26] Ye C., Zhou Z., Li M., Liu Q., Xu T., Li J., “Evaluation of simultaneous organic matters and nutrients removal from municipal wastewater using a novel bioreactor (D-A2O) system”, Journal of Environmental Management, 218, 509-515, 2018.
  • [27] Yan X., Han Y., Li Q., Sun J., Su X., “Impact of internal recycle ratio on nitrous oxide generation from anaerobic/anoxic/oxic biological nitrogen removal process”, Biochemical Engineering Journal, 106, 11-18, 2016.
  • [28] Hodgson B., Sharvelle S., “Development of generalized empirical models for comparing effectiveness of wastewater nutrient removal technologies”, Environmental Science and Pollution Research, 26, 27915–27929, 2019.
  • [29] Hamad A.T., “Biological nutrient removal from municipal wastewater of Mosul City”, International Journal of Civil, Structural, Environmental and Infrastructure Engineering Research and Development (IJCSEIERD), 4(2), 87-96, 2014.
  • [30] Tan W.T., Ng H.Y., “Influence of mixed liquor recycle ratio and dissolved oxygen on performance of pre-denitrification submerged membrane bioreactors”, Water Research, 42, 1122-1132, 2008.
  • [31] Lu Q., Wu H., Li H., Yang D., “Enhanced biological nutrient removal in modified carbon source division anaerobic anoxic oxic process with return activated sludge pre-concentration”, Chinese Journal of Chemical Engineering, 23, 1027-1034, 2015.
  • [32] Falahti-Marvast H., Karimi-Jashni A., “Performance of simultaneous organic and nutrient removal in a pilot scale anarobic-anoxic-oxic membrane bioreactor system treating municipal wastewater with a high nutrient mass ratio”, International Biodeterioration&Biodegradation, 104, 363-370, 2015.

MODEL-BASED ANALYSIS OF THE EFFECTS OF RECYCLE RATIOS ON THE PERFORMANCE OF AN A²O PROCESS

Yıl 2020, Cilt: 38 Sayı: 4, 1741 - 1751, 05.10.2021

Öz

This study presents findings of a modeling work in which the effects of internal recycle (IR) and return activated sludge (RAS) ratios on the treatment performance of an A²O process were investigated. Simulations were performed using activated sludge model no.3 extended with biological phosphorus removal processes at an influent wastewater temperature of 20°C. The results showed that not only IR ratio but also RAS ratio affects both nitrogen and phosphorus removal processes. The removal efficiencies for total nitrogen (TN) and total phosphorus (TP) changed between 71%–83% and 53%–80%, respectively, at different IR and RAS ratios. On the other hand, chemical oxygen demand (COD), total Kjeldahl Nitrogen (TKN), and total suspended solids (TSS) removal efficiencies stayed relatively constant at around 90%, 96%, and 93%, respectively, with varying IR and RAS ratios. Results indicated that an optimum set of IR and RAS ratios can be found out by activated sludge modeling. For A²O process, an IR ratio of 2.5 to 3.5 at a RAS ratio of 0.75 to 0.90 offer the best performance in terms of both TN and TP removal efficiencies.

Kaynakça

  • [1] Yuan C., Wang B., Peng Y., Li X., Zhang Q., Hu T., “Enhanced nutrient removal of simultaneous partial nitrification, denitrification and phosphorus removal (SPNDPR) in a single-stage anaerobic/micro-aerobic sequencing batch reactor for treating real sewage with low carbon/nitrogen”, Chemosphere, 257, 127097, 2020.
  • [2] Pelaz L., Gomez A., Letona A., Garralon G., Fdz-Polanco M., “Nitrogen removal in domestic wastewater. Effect of nitrate recycling and COD/N ratio”, Chemosphere, 212, 8-14, 2018.
  • [3] Bertanza G., Menoni L., Capoferri G.U., Pedrazzani R., “Promoting biological phosphorus removal in a full scale pre-denitrification wastewater treatment plant”, Journal of Environmental Management, 254, 109803, 2020.
  • [4] Ji B., Zhu L., Wang S., Qin H., Ma Y., Liu Y., “A novel micro-ferrous dosing strategy for enhancing biologicalphosphorus removal from municipal wastewater”, Science of the Total Environment, 704, 135453, 2020.
  • [5] Campo R., Sguanci S., Caffaz S., Mazzoli L., Ramazzotti M., Lubello C., Lotti T., “Efficient carbon, nitrogen and phosphorus removal from low C/N real domestic wastewater with aerobic granular sludge”, BioresourceTechnology, 305, 122961, 2020.
  • [6] Li L., Song K., Yeerken S., Geng S., Liu D., Dai Z., Xie F., Zhou X., Wang Q., “Effect evaluation of microplastics on activated sludge nitrification and denitrification”, Science of the Total Environment, 707, 135953, 2020.
  • [7] Tian M., Zhao F., Shen X., Chu K., Wang J., Chen S., Guo Y., Liu H., “The first metagenome of activated sludge from full-scale anaerobic/anoxic/oxic (A2O) nitrogen and phosphorus removal reactor using Illumina sequencing”, Journal of Environmental Sciences, 35, 181-190, 2015.
  • [8] Han Y., Yang K., Yang T., Zhang M., Li L., “Bioaerosols emission and exposure risk of a wastewater treatment plant with A2O treatment process”, Ecotoxicology and Environmental Safety, 169, 161-168, 2019.
  • [9] Liu W., Wu Y., Zhang S., Gao Y., Jiang Y., Horn H., Li J., “Successful granulation and microbial differentiation of activated sludge in anaerobic/anoxic/aerobic (A2O) reactor with two-zonesedimentation tank treating municipal sewage”, Water Research, 178, 115825, 2020.
  • [10] Peng S., Deng S., Li D., Xie B., Yang X., Lai C., Sun S., Yao H., “Iron-carbon galvanic cells strengthened anaerobic/anoxic/oxic process (Fe/C-A2O) for high-nitrogen/phosphorus and low-carbon sewage treatment”, Science of the Total Environment, 722, 137657, 2020.
  • [11] Baeza J.A., Gabriel D., Lafuente J., “Effect of internal recycle on the nitrogen removal efficiency of ananaerobic/anoxic/oxic (A2/O) wastewater treatment plant (WWTP)”, Process Biochemistry, 39, 1615–1624, 2004.
  • [12] Yan X., Zheng J., Han Y., Liu J., Sun J., “Effect of internal recycle ratio on the denitrification process and nirS-containing bacteria of an anaerobic/anoxic/oxic (A2/O) wastewater treatment process”, Environment Protection Engineering, 45 (3), 87-101, 2019.
  • [13] Zhang M., Song T., Zhu C., Fan Y., Soares A., Gu X., Wu J., “Roles of nitrate recycling ratio in the A2/O - MBBR denitrifying phosphorus removal system for high-efficient wastewater treatment: Performance comparison, nutrient mechanism and potential evaluation”, Journal of Environmental Management, 270, 110887, 2020.
  • [14] Varhelyi M., Cristea V.M., Brehar M., “Improving wastewater treatment plant operation by ammonia based aeration and return activated sludge control”, Proceedings of the 29th European Symposium on Computer Aided Process Engineering June 16th to 19th, 2019, Eindhoven, The Netherlands, 2019.
  • [15] Liu W., Yang D., Xu L., Jia C., Lu W., Bosire O.I., Shen C., “Effect of Return Sludge Pre-concentration on Biological Phosphorus Removal in a Novel Oxidation Ditch”, Chinese Journal of Chemical Engineering, 20(4), 747-753, 2012.
  • [16] Chen Y., Li B., Ye L., Peng Y., “The combined effects of COD/N ratio and nitrate recycling ratio on nitrogen and phosphorus removal in anaerobic/anoxic/aerobic (A2/O)-biological aerated filter (BAF) systems”, Biochemical Engineering Journal, 93, 235-242, 2015.
  • [17] Rössle W.H., Pretorius W.A., “A review of characterization requirements for in-line prefermenters. Paper 1: Wastewater characterization”, Water SA, 27(3), 405-412, 2001.
  • [18] Gujer Q., Henze M., Mino T., van Loosdrecht M.C.M., Activated sludge model no. 3”, Water Science and Technology, 39, 183-193, 1999.
  • [19] Rieger L., Koch G., Kühni M., Gujer W., Siegrist H., “The eawag bio-P module for activated sludge model no. 3”, Water Research, 35(16), 3887-3903, 2001.
  • [20] Hauduc H., Rieger L., Takacs I., Heduit A., Vonrolleghem P.A., Gillot S., “A systematic approach for model verification – Application on seven published activated sludge models”, Water Science and Technology, 61, 825-839, 2010.
  • [21] Takacs I., Patry G.G., Nolasco D., “A dynamic model of the clarification-thickening process”. Water Research, 25, 1263-1271, 1991.
  • [22] Gallardo-Altamirano M.J., Maza-Márquez P., Peña-Herrera J.M., Rodelas B., Osorio F., Pozo C., “Removal of anti-inflammatory/analgesic pharmaceuticals from urban wastewater in a pilot-scale A2O system: Linking performance and microbial population dynamics to operating variables”, Science of the Total Environment, 643, 1481-1492, 2018.
  • [23] Zeng W., Li L., Yang Y., Wang S., Peng Y., “Nitritation and denitritation of domestic wastewater using a continuous anaerobic-anoxic-aerobic (A2O) process at ambient temperatures”, Bioresource Technology, 101, 8074-8082, 2010.
  • [24] Fan J., Tao T., Zhang J., You G-L., “Performance evaluation of a modified anaerobic/anoxic/oxic (A2/O) process treating low strength wastewater”, Desalination, 249, 822–827, 2009.
  • [25] Lai T.M., Dang H.V., Nguyen D.D., Yim S., Hur J., “Wastewater treatment using a modified A2O process based on fiber polypropylene media”, Journal of Environmental Science and Health, Part A, 46, 1068–1074,2011.
  • [26] Ye C., Zhou Z., Li M., Liu Q., Xu T., Li J., “Evaluation of simultaneous organic matters and nutrients removal from municipal wastewater using a novel bioreactor (D-A2O) system”, Journal of Environmental Management, 218, 509-515, 2018.
  • [27] Yan X., Han Y., Li Q., Sun J., Su X., “Impact of internal recycle ratio on nitrous oxide generation from anaerobic/anoxic/oxic biological nitrogen removal process”, Biochemical Engineering Journal, 106, 11-18, 2016.
  • [28] Hodgson B., Sharvelle S., “Development of generalized empirical models for comparing effectiveness of wastewater nutrient removal technologies”, Environmental Science and Pollution Research, 26, 27915–27929, 2019.
  • [29] Hamad A.T., “Biological nutrient removal from municipal wastewater of Mosul City”, International Journal of Civil, Structural, Environmental and Infrastructure Engineering Research and Development (IJCSEIERD), 4(2), 87-96, 2014.
  • [30] Tan W.T., Ng H.Y., “Influence of mixed liquor recycle ratio and dissolved oxygen on performance of pre-denitrification submerged membrane bioreactors”, Water Research, 42, 1122-1132, 2008.
  • [31] Lu Q., Wu H., Li H., Yang D., “Enhanced biological nutrient removal in modified carbon source division anaerobic anoxic oxic process with return activated sludge pre-concentration”, Chinese Journal of Chemical Engineering, 23, 1027-1034, 2015.
  • [32] Falahti-Marvast H., Karimi-Jashni A., “Performance of simultaneous organic and nutrient removal in a pilot scale anarobic-anoxic-oxic membrane bioreactor system treating municipal wastewater with a high nutrient mass ratio”, International Biodeterioration&Biodegradation, 104, 363-370, 2015.
Toplam 32 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Bölüm Research Articles
Yazarlar

Neslihan Manav Demir Bu kişi benim 0000-0002-6050-6308

Selami Demir Bu kişi benim 0000-0002-8672-9817

Yayımlanma Tarihi 5 Ekim 2021
Gönderilme Tarihi 17 Nisan 2020
Yayımlandığı Sayı Yıl 2020 Cilt: 38 Sayı: 4

Kaynak Göster

Vancouver Manav Demir N, Demir S. MODEL-BASED ANALYSIS OF THE EFFECTS OF RECYCLE RATIOS ON THE PERFORMANCE OF AN A²O PROCESS. SIGMA. 2021;38(4):1741-5.

IMPORTANT NOTE: JOURNAL SUBMISSION LINK https://eds.yildiz.edu.tr/sigma/