Araştırma Makalesi
BibTex RIS Kaynak Göster

MUNICIPAL WASTEWATER TREATMENT WITH A PILOT SCALE TWO-STAGE CASCADE BIOLOGICAL NUTRIENT REMOVAL PROCESS

Yıl 2016, Cilt: 34 Sayı: 1, 71 - 79, 01.03.2016

Öz

In this study, a pilot-scale, two-stage cascade biological nutrient removal (TSC-BNR) process with a 10 m3.d-1 capacity was used in order to remove carbon and nutrient from municipal wastewater. The process was composed of screens, a primary sedimentation tank, a distribution tank, an anaerobic tank, anoxic1/aerobic1/anoxic2/aerobic2 tanks, and a final sedimentation tank. Real (Sewer system) wastewater was fed to the pilot plant and the inflow was fed to the anaerobic and anoxic2 tanks at the same rates to eliminate the need for external carbon source in the second stage anoxic tank. The mixed liquor suspended solids (MLSS) concentration was kept between 4500 and 5500 mg.L-1 during the study. The sludge retention time was 15 days and the hydraulic retention time was 16 hours. The average concentrations of chemical oxygen demand (COD), total nitrogen (TN), ammonium nitrogen (NH4+-N), total phosphorus (TP), phosphate phosphorus (PO43--P), suspended solids (SS), and volatile suspended solids (VSS) in the influent were 555 mg.L-1, 71.9 mg.L-1, 44.0 mg.L-1, 8.1 mg.L-1, 4.0 mg.L-1, 316 mg.L-1, and 230 mg.L-1, respectively, the average removal efficiencies were 86.7±10.4%, 80.3±11.0%, 92.5±10.1%, 89.5±6.8%, 87.5±8.8%, 94.8±3.2%, and 95.0±3.4%, respectively. The results indicated that TSC-BNR process can be confidently used for the removal of carbon and nutrients from medium-strength municipal wastewaters.

Kaynakça

  • [1] Bernat K., Wojnowska-Baryła I., “Carbon source in aerobic denitrification”, Biochemical Engineering Journal, 36, 116 – 122, 2007.
  • [2] Abualhail S., Mohammed R.N., Xiwu L. (2013) “Integrated real-time control strategy in multi-tank A2O process for biological nutrient removal treating real domestic wastewater”, Arabian Journal of Chemistry, Available from:http://dx.doi.org/10.1016/j.arabjc.2013.01.009 [accessed Oct 21, 2015].
  • [3] Zhu G., Peng Y., Zhai L., et.al., “Performance and optimization of biological nitrogen removal process enhanced by anoxic/oxic step feeding”, Biochemical Engineering Journal, 43, 280 – 287, 2009.
  • [4] Ge S., Peng Y., Wang S., et.al., “Enhanced nutrient removal in a modified step feed process treating municipal wastewater with different inflow distribution ratios and nutrient ratios”, Bioresource Technology, 101, 9012 – 9019, 2010.
  • [5] Lu Q., Wu H., Li H., et.al., “Enhanced biological nutrient removal inmodified carbon source division anaerobic anoxic oxic process with return activated sludge pre-concentration”, Chinese Journal of Chemical Engineering, 23, 1027 – 1034, 2015.
  • [6] Peng Y., Ge S., “Enhanced nutrient removal in three types of step feeding process from municipal wastewater”, Bioresource Technology, 102, 6405 – 6413, 2011.
  • [7] Zhong C., Wang Y., Wang Y., et.al., “High-rate nitrogen removal and its behavior of granular sequence batch reactor under step-feed operational strategy”, Bioresource Technology, 134, 101 – 106, 2013.
  • [8] Crawford G., Daigger G., Erdal Z., “Enhanced biological phosphorus removal within membrane bioreactors”, Water Environment Federation (WEFTEC.06), 1856 – 1867, 2006.
  • [9] Chung J., Kim G., Seo K.W., et.al., “Effects of step-feeding and internal recycling on nitrogen removal in ceramic membrane bioreactors, and their hydraulic backwashing characteristics”, Separation and Purification Technology, 138, 219 – 226, 2014.
  • [10] Glace Associates, “Enhanced biological nutrient removal wastewater treatment feasibility study”, South Middleton Township Municipal Authority, 2010.
  • [11] Cao G., Wang S., Peng Y., et.al., “Biological nutrient removal by applying modified four step-feed technology to treat weak wastewater”, Bioresource Technology, 128, 604–611,2013.
  • [12] Ge S., Zhu Y., Lu C., et.al., “Full-scale demonstration of step feed concept for improving an anaerobic/anoxic/aerobic nutrient removal process”, Bioresource Technology, 120, 305 – 313, 2012.
  • [13] Hu X., Xie L., Shim H., et.al., “Biological Nutrient Removal in a Full Scale Anoxic/Anaerobic/Aerobic/Pre-anoxic-MBR Plant for Low C/N Ratio Municipal Wastewater Treatment”, Chinese Journal of Chemical Engineering, 22, 4, 447 – 454, 2014.
  • [14] American Public Health Association, “Standard Methods for the Examination of Water and Wastewater”, Washington, DC, USA, 2005.
  • [15] Manav Demir N., Yıldırım A., Balçık Ç., et al., “Treatment of domestic wastewaters by two different pilot scale treatment processes”, Journal of Engineering and Natural Sciences, 31, 420 – 428, 2013.
  • [16] Metcalf & Eddy, “Wastewater Engineering, Treatment and Reuse”, McGraw Hill, New York, 2003.
  • [17] Manav Demir N., “Investigation of nutrient removal and associated microorganisms in advanced biological treatment processes”, Ph.D. diss, Faculty of Civil Engineering, Y.T.U., 2012.
  • [18] Park J.B., Lee H.W., Lee S.Y., et.al., “Microbial Community Analysis of 5-stage biological nutrient removal process with step feed system”, Journal of Microbiology and Biotechnology, 12, 6, 929 – 935, 2002.
  • [19] Chae S.R., Shin H.S., “Characteristics of simultaneous organic and nutrient removal in a pilot-scale vertical submerged membrane bioreactor (VSMBR) treating municipal wastewater at various temperatures”, Process Biochemistry, 42, 193 – 198, 2007.
  • [20] Fan J., Tao T., Zhang J., et.al., “Performance evaluation of a modified anaerobic/anoxic/oxic (A2/O) process treating low strength wastewater”, Desalination, 249, 822 – 827, 2009.
  • [21] Kim D., Kim K.Y., Ryu H.D., et.al., “Long term operation of pilot-scale biological nutrient removal process in treating municipal wastewater”, Bioresource Technology, 100, 3180 – 3184, 2009.
  • [22] Lee S.Y., Kim H.G., Park J.B., et.al., “Denaturing gradient gel electrophoresis analysis of bacterial populations in 5-stage biological nutrient removal process with step feed system for wastewater treatment”, The Journal of Microbiology, 42, 1, 1 – 8, 2004.
  • [23] Sin G., Govoreanu R., Boon N., et.al., “Evaluation of the impacts of model-based operation of SBRs on activated sludge microbial community”, Water Science & Technology, 54, 1, 157 – 166, 2006.
  • [24] Xu X., Liu G., Zhu L., “Enhanced denitrifying phosphorus removal in a novel anaerobic/aerobic/anoxic (AOA) process with the diversion of internal carbon source”, Bioresource Technology, 102, 22, 10340 – 10345, 2011.
  • [25] Ahmed Z., Lim B-R., Cho J., Song K-G., Kim K-P., Ahn K-H., “Biological nitrogen and phosphorus removal and changes in microbial community structure in a membrane bioreactor: Effect of different carbon sources”, Water Research, 42, 198-210, 2008.
  • [26] Chen Q., Ni J., Ma T., Liu T., Zheng M., “Bioaugmentation treatment of municipal watewater with heterotrophic-aerobic nitrogen removal bacteria in a pilot-scale SBR”, Bioresource Technology, 183, 25-32, 2015.
  • [27] Falahti-Marvast H., Karimi-Jashni A., “Performance of simultaneous organic and nutrient removal in a pilot scale anaerobic-anoxic-oxic membrane bioreactor system treating municipal wastewater with a high nutrient mass ratio”, International Biodeterioration&Biodegradation, 104, 363-370, 2015.
  • [28] Fulazzaky M.A., Abdullah N.H., Yusoff A.R.M., Paul E., “Conditioning the alternating aerobic-anoxic process to enhance the remooval inorganic nitrogen pollution from a municipal wastewater in France”, Journal of Cleaner Production, 100, 195-201, 2015.
Yıl 2016, Cilt: 34 Sayı: 1, 71 - 79, 01.03.2016

Öz

Kaynakça

  • [1] Bernat K., Wojnowska-Baryła I., “Carbon source in aerobic denitrification”, Biochemical Engineering Journal, 36, 116 – 122, 2007.
  • [2] Abualhail S., Mohammed R.N., Xiwu L. (2013) “Integrated real-time control strategy in multi-tank A2O process for biological nutrient removal treating real domestic wastewater”, Arabian Journal of Chemistry, Available from:http://dx.doi.org/10.1016/j.arabjc.2013.01.009 [accessed Oct 21, 2015].
  • [3] Zhu G., Peng Y., Zhai L., et.al., “Performance and optimization of biological nitrogen removal process enhanced by anoxic/oxic step feeding”, Biochemical Engineering Journal, 43, 280 – 287, 2009.
  • [4] Ge S., Peng Y., Wang S., et.al., “Enhanced nutrient removal in a modified step feed process treating municipal wastewater with different inflow distribution ratios and nutrient ratios”, Bioresource Technology, 101, 9012 – 9019, 2010.
  • [5] Lu Q., Wu H., Li H., et.al., “Enhanced biological nutrient removal inmodified carbon source division anaerobic anoxic oxic process with return activated sludge pre-concentration”, Chinese Journal of Chemical Engineering, 23, 1027 – 1034, 2015.
  • [6] Peng Y., Ge S., “Enhanced nutrient removal in three types of step feeding process from municipal wastewater”, Bioresource Technology, 102, 6405 – 6413, 2011.
  • [7] Zhong C., Wang Y., Wang Y., et.al., “High-rate nitrogen removal and its behavior of granular sequence batch reactor under step-feed operational strategy”, Bioresource Technology, 134, 101 – 106, 2013.
  • [8] Crawford G., Daigger G., Erdal Z., “Enhanced biological phosphorus removal within membrane bioreactors”, Water Environment Federation (WEFTEC.06), 1856 – 1867, 2006.
  • [9] Chung J., Kim G., Seo K.W., et.al., “Effects of step-feeding and internal recycling on nitrogen removal in ceramic membrane bioreactors, and their hydraulic backwashing characteristics”, Separation and Purification Technology, 138, 219 – 226, 2014.
  • [10] Glace Associates, “Enhanced biological nutrient removal wastewater treatment feasibility study”, South Middleton Township Municipal Authority, 2010.
  • [11] Cao G., Wang S., Peng Y., et.al., “Biological nutrient removal by applying modified four step-feed technology to treat weak wastewater”, Bioresource Technology, 128, 604–611,2013.
  • [12] Ge S., Zhu Y., Lu C., et.al., “Full-scale demonstration of step feed concept for improving an anaerobic/anoxic/aerobic nutrient removal process”, Bioresource Technology, 120, 305 – 313, 2012.
  • [13] Hu X., Xie L., Shim H., et.al., “Biological Nutrient Removal in a Full Scale Anoxic/Anaerobic/Aerobic/Pre-anoxic-MBR Plant for Low C/N Ratio Municipal Wastewater Treatment”, Chinese Journal of Chemical Engineering, 22, 4, 447 – 454, 2014.
  • [14] American Public Health Association, “Standard Methods for the Examination of Water and Wastewater”, Washington, DC, USA, 2005.
  • [15] Manav Demir N., Yıldırım A., Balçık Ç., et al., “Treatment of domestic wastewaters by two different pilot scale treatment processes”, Journal of Engineering and Natural Sciences, 31, 420 – 428, 2013.
  • [16] Metcalf & Eddy, “Wastewater Engineering, Treatment and Reuse”, McGraw Hill, New York, 2003.
  • [17] Manav Demir N., “Investigation of nutrient removal and associated microorganisms in advanced biological treatment processes”, Ph.D. diss, Faculty of Civil Engineering, Y.T.U., 2012.
  • [18] Park J.B., Lee H.W., Lee S.Y., et.al., “Microbial Community Analysis of 5-stage biological nutrient removal process with step feed system”, Journal of Microbiology and Biotechnology, 12, 6, 929 – 935, 2002.
  • [19] Chae S.R., Shin H.S., “Characteristics of simultaneous organic and nutrient removal in a pilot-scale vertical submerged membrane bioreactor (VSMBR) treating municipal wastewater at various temperatures”, Process Biochemistry, 42, 193 – 198, 2007.
  • [20] Fan J., Tao T., Zhang J., et.al., “Performance evaluation of a modified anaerobic/anoxic/oxic (A2/O) process treating low strength wastewater”, Desalination, 249, 822 – 827, 2009.
  • [21] Kim D., Kim K.Y., Ryu H.D., et.al., “Long term operation of pilot-scale biological nutrient removal process in treating municipal wastewater”, Bioresource Technology, 100, 3180 – 3184, 2009.
  • [22] Lee S.Y., Kim H.G., Park J.B., et.al., “Denaturing gradient gel electrophoresis analysis of bacterial populations in 5-stage biological nutrient removal process with step feed system for wastewater treatment”, The Journal of Microbiology, 42, 1, 1 – 8, 2004.
  • [23] Sin G., Govoreanu R., Boon N., et.al., “Evaluation of the impacts of model-based operation of SBRs on activated sludge microbial community”, Water Science & Technology, 54, 1, 157 – 166, 2006.
  • [24] Xu X., Liu G., Zhu L., “Enhanced denitrifying phosphorus removal in a novel anaerobic/aerobic/anoxic (AOA) process with the diversion of internal carbon source”, Bioresource Technology, 102, 22, 10340 – 10345, 2011.
  • [25] Ahmed Z., Lim B-R., Cho J., Song K-G., Kim K-P., Ahn K-H., “Biological nitrogen and phosphorus removal and changes in microbial community structure in a membrane bioreactor: Effect of different carbon sources”, Water Research, 42, 198-210, 2008.
  • [26] Chen Q., Ni J., Ma T., Liu T., Zheng M., “Bioaugmentation treatment of municipal watewater with heterotrophic-aerobic nitrogen removal bacteria in a pilot-scale SBR”, Bioresource Technology, 183, 25-32, 2015.
  • [27] Falahti-Marvast H., Karimi-Jashni A., “Performance of simultaneous organic and nutrient removal in a pilot scale anaerobic-anoxic-oxic membrane bioreactor system treating municipal wastewater with a high nutrient mass ratio”, International Biodeterioration&Biodegradation, 104, 363-370, 2015.
  • [28] Fulazzaky M.A., Abdullah N.H., Yusoff A.R.M., Paul E., “Conditioning the alternating aerobic-anoxic process to enhance the remooval inorganic nitrogen pollution from a municipal wastewater in France”, Journal of Cleaner Production, 100, 195-201, 2015.
Toplam 28 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Bölüm Research Articles
Yazarlar

Neslihan Manav Demir Bu kişi benim

Eyüp Debik Bu kişi benim

Tamer Coşkun Bu kişi benim

Yayımlanma Tarihi 1 Mart 2016
Gönderilme Tarihi 23 Ekim 2015
Yayımlandığı Sayı Yıl 2016 Cilt: 34 Sayı: 1

Kaynak Göster

Vancouver Manav Demir N, Debik E, Coşkun T. MUNICIPAL WASTEWATER TREATMENT WITH A PILOT SCALE TWO-STAGE CASCADE BIOLOGICAL NUTRIENT REMOVAL PROCESS. SIGMA. 2016;34(1):71-9.

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