Advanced low carbon-to-nitrogen ratio wastewater treatment by electrochemical and biological coupling process
详细信息    查看全文
  • 作者:Shihai Deng ; Desheng Li ; Xue Yang
  • 关键词:Low carbon ; to ; nitrogen ratio wastewater ; Composite catalytic biological carrier ; Electrochemical and biological coupling process ; Advanced nitrogen removal ; Impact factors ; Dynamic analysis
  • 刊名:Environmental Science and Pollution Research
  • 出版年:2016
  • 出版时间:March 2016
  • 年:2016
  • 卷:23
  • 期:6
  • 页码:5361-5373
  • 全文大小:2,173 KB
  • 参考文献:Ahn SY, Oh JH, Sohn KH (2001) Mechanistic aspects of nitrate reduction by Fe(0) in water. J Korean Chem Soc 45:395–397
    Akgul D, Aktan CK, Yapsakli K (2013) Treatment of landfill leachate using UASB-MBR-SHARON-Anammox configuration. Biodegradation 24(3):399–412CrossRef
    Bagastyo AY, Batstone DJ, Kristiana I (2012) Electrochemical oxidation if reverse osmosis concentrate on boron-doped diamond anodes at circumneutral and acidic pH. Water Res 46:6104–6112CrossRef
    Chen D, Wang H, Song M (2013) Study on hydrogen autotrophic denitrification of bio–ceramic reactor. Chin J Environ Sci 10(34):3986–3991
    Chen Y, Lic B, Ye L et al (2015) 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. Biochem Eng J 93(15):235–242CrossRef
    Choe SH, Chang YY, Hwang KY et al (2000) Kinetics of reductive denitrification by naniscale zerovalent iron. Chemosphere 41:1307–1311CrossRef
    Crespi M, Ramazzoti V (1991) Evidence that N-nitroso compounds contribute to the causation of certain human cancers. In: Bogardi I, Kuzelka RD (eds) Nitrate contamination, NATO ASI series, vol G30. Springer, Berlin, pp 233–252CrossRef
    Eckenfeider JWW (1961) Biological waste treatment. Pergamon Press, New York, USA, pp 159–164
    Fenech C, Rock L, Nolan K, Tobin J et al (2012) The potential for a suite of isotope and chemical markers to differentiate sources of nitrate contamination: a review. Water Res 46:2023–2041CrossRef
    Fojt L, Strasák L, Vetterl V (2007) Effect of electromagnetic fields on the denitrification activity of Paracoccus denitrificans. Bioelectrochemistry 70:91–95CrossRef
    Fu B, Liao X, Ding L (2010) Characterization of microbial community in an aerobic moving bed biofilm reactor applied for simultaneous nitrification and denitrification. World J Microbiol Biotechnol 26(11):1981–1990CrossRef
    Gabarro J, Ganigue R, Gich F et al (2012) Effect of temperature on AOB activity of a partial nitritation SBR treating landfill leachate with extremely high nitrogen concentration. Bioresour Technol 126(2012):283–289CrossRef
    Gu XS (1993) Mathematical model of biological wastewater treatment, 2nd edn. Tsinghua University Press, Beijing, China, pp 325–340
    Guven D, van de Pas-Schoonen K, Schmidt MC et al (2004) Schmidt implementation of the anammox process for improved nitrogen removal. J Environ Sci Health A Tox Hazard Subst Environ Eng A39(2004):1729–1738CrossRef
    Hao Z, Xu X, Wang D (2005) Reductive denitrification of nitrate by scrap iron fillings. J Zhejiang Univ Sci 6:182–186CrossRef
    Heffernan JB, Liebowitz DM, Frazer TK (2010) Algal blooms and the nitrogen-enrichment hypothesis in Florida springs: evidence, alternatives, and adaptive management. Ecol Appl 20:816–829CrossRef
    Hou W, Zhang Y, Liu T (2015) Graphene oxide coated quartz sand as a high performance adsorption material in the application of water treatment. RSC ADVANCES 5(11):8037–8043CrossRef
    Hu HY, Goto NH, Fu JK (2001) Effect of pH on the reduction of nitrite by metallic iron. Water Res 32:2257–2264
    Huang CP, Wang HW, Chiu PC (1998) Nitrite reduction by metallic iron. Water Res 32:2257–2264CrossRef
    Hwang Y, Kim D, Shin HS (2015) Inhibition of nitrate reduction by NaCl adsorption on a nano-zero-valent iron surface during a concentrate treatment for water reuse. Environ Technol 36(9):1178–1187CrossRef
    Kapoor A, Viraraghavan T (1997) Nitrate removal from drinking water: review. J Environ Eng 123:371–380CrossRef
    Katarzyna B, Dorota K, Karol Z (2015) Glycerine as a carbon source in nitrite removal and sludge production. Chem Eng J 267:324–331CrossRef
    Kuenen JG, Roberson LA (1995) Combined nitrification denitrification process. FEMS Microbiol Ecol 16(3):177–183CrossRef
    Kuroda M (1997) Simultaneous COD removal and denitrification of wastewater by bio-electro reactors. Water Sci Technol 35(8):161–168CrossRef
    Kurt M, Dunn J, Bourne JR (1987) Biological denitrification of drinking water using autotrophic organisms with H2 in a fluidized bed biofilm reactor. Biotechnol Bioeng 29:493–501CrossRef
    Li D (2013) Patent: a kind of granulated biological immediate denitrogen carrier for low carbon to nitrogen ratio wastewater in aerobic conditions and its preparation methods. China, CN201310093411 May 2013
    Li BK, Irvin S (2007) The comparison of alkalinity and ORP as indicators for nitrification and denitrification in a sequencing batch reactor. Biochem Eng J 34(3):248–255CrossRef
    Li T, Dong WY, Wang HJ et al (2011) Impact of gas-water ratio on biological aerated filter for urban wastewater. Water and Wastewater Eng 37(S1):50–54
    Li D, Hu Q, Yuwei C et al (2015) Chemical catalytic performance on nitrate removal of simulated groundwater. J Chemical Ind and Eng 41(6):274–280
    Liu Y, Liu H (2008) Comparative studies on the electro catalytic properties of modified PbO2 anodes. Electrochemica Acta 53:5077–5083CrossRef
    Lotti T, Kleerebezem R, Hu Z (2015) Pilot-scale evaluation of anammox-based mainstream nitrogen removal from municipal wastewater. Environ Technol 36(9):1167–1177CrossRef
    Ma Y, Peng Y, Yuan Z (2005) Feasibility of controlling nitrification in predenitrification plants using DO, pH and ORP sensors. Water Sci Technol 53(4-5):235–243CrossRef
    Miettinen I, Vartiainen T, Martikainen P (1996) Contamination of drinking water. Nature 381:654–655CrossRef
    Mohammadi AS, Movahedian H, Nikaeen M (2011) Drinking water denitrification with autotrophic-denitrifying bacteria in a fluidized bed bioreactor (FBBR). Fresenius Environ Bull 20(9A):2427–2436
    Nakatuka Y, Yoshida H, Fukui K, Matuzawa M (2015) The effect of particle size distribution on effective zeta-potential by use of the sedimentation method. Adv Powder Technol 26(2):650–656
    Nathan SB, Joseph L (2011) Nitrite and nitrate in human health and disease. Humana Press, New York
    Noblet JA, Young DL, Zeng EY et al (2004) Use of fecal sterols to infer the source of fecal indicator bacteria in the lower Santa Ana River watershed, California: sewage in unlikely a significant source. Environ Sci Technol 38:6002–6008CrossRef
    PESC (Pacific Environmental Science Centre) (1999) Analysis for nitrogen/nitrate & nitrite compounds, V1.6. Standard operating procedure at PESC. Environment Canada Laboratory, North Vancouver, BC
    Qiu L-p, Du M-a, Ma J (2006) Kinetic characteristic of single biological aerated filter for domestic water treatment. J of Harbin Inst of Technol 38(2):2003–2009
    Qiu LP, Zhang SB, Wang GW (2010) Performances and nitrification properties of biological aerated filters with zeolite, ceramic particle and carbonate media. Bioresour Technol 101:7245–7251CrossRef
    Ramalho RS (1983) Introduction to wastewater treatment process. ACA-DEMIC PRESS, New York, USA, pp 231–240
    Ritchey SA, Coyne MS (2009) Applying MAR analysis to identify human and non-human fecal sources in small Kentucky watersheds. Water Air Soil Pollut 196:115–125CrossRef
    Robertson LA, Kuenen JG (1984) Aerobic denitrification: a controversy revived. Arch Microbiol 139:351–354CrossRef
    Rodriguez DC, Ramirez O, Mesa GP (2011) Behavior of nitrifying and denitrifying bacteria in a sequencing batch reactor for the removal of ammoniacal nitrogen and organic matter. Desalination 273(2-3):447–452CrossRef
    Sayess RR, Saikaly PE, El-Fadel M (2013) Reactor performance in terms of COD and nitrogen removal and bacterial community structure of a three-stage rotating bioelectrochemical contactor. Water Res 47:881–894CrossRef
    Shalini SS, Joseph K (2013) Start-up of the SHARON and ANAMMOX process in landfill bioreactors using aerobic and anaerobic ammonium oxidising biomass. Bioresourse Technol 149:474–485CrossRef
    Shen Z, Hu J, Wang J (2015) Biological denitrification using starch/polycaprolactone blends as carbon source and biofilm support. Desalin Water Treat 54(3):609–615CrossRef
    Shi J, Yi S, He H (2013) Preparation of nanoscale zero-valent iron supported on chelating resin with nitrogen donor atoms for simultaneous reduction of Pb2+ and NO3 −. Chem Eng J 230:166–171CrossRef
    Shrimali M, Singh KP (2001) New methods of nitrate removal from water. Environ Pollut 112:351–359CrossRef
    Sinthusith N, Terada A, Hahn M (2015) Identification and quantification of bacteria and archaea responsible for ammonia oxidation in different activated sludge of full-scale wastewater treatment plants. J ENVIRON SCI HEAL A 50(2):169–175CrossRef
    State Environmental Protection Administration of China (2002) Water and wastewater analyzing methods, 4th edn. Environmental Science Press, Beijing, pp 325–371
    Sutherson S, Ganczarczyk JJ (1986) Inhibition of nitrite oxidation during nitrification: some observation. Wat Poll Res J Can 21(7):257–266
    Takahiro H, Takahiro T, Makoto K et al (2013) The use of δ15N andδ18O tracers with an understanding of groundwater flow dynamics for evaluating the origins and attenuation mechanisms of nitrate pollution. Water Res 47:2661–2675CrossRef
    Tang J, Xiang L, Zhao F (2013) Kinetic of nitrate reduction by nanoscale zero-valent iron on the basis of different models estimation. Asian J Chem 25:8471–8474CrossRef
    Van KN, Sungsug H, Younghyun P et al (2015) Autotrophic denitrification performance and bacterial community at biocathodes of bioelectrochemical systems with either abiotic or bioticanodes. J Biosci Bioeng 119(2):180–187CrossRef
    Vesna F, Heather O, George D et al (2012) Inorganic nitrogen, sterols and bacterial source tracking as tools to characterize water quality and possible contamination sources in surface water. Water Res 46:1079–1092CrossRef
    Vymazal J (2013) The use of hybrid constructed wetlands for wastewater treatment with special attention to nitrogen removal: a review of a recent development. Water Res 47:4795–4811CrossRef
    Wei T, Yu R, Nie X, Lai Z, Guo Y (2009) The study on harm of nitrite to cultured fishes and its control. J Aquac 3:131–138
    Weisenburger DD (1991) Potential health consequences of groundwater contamination by nitrates in Nebraska. In: Bogardi I, Kuzelka RD (eds) Nitrate contamination, NATO ASI Series, vol G30. Springer, Berlin, pp 309–315CrossRef
    Wilf M, Alt S (2000) Application of low fouling RO membrane elements for reclamation of municipal wastewater. Desalination 32(1/2/3):11–19CrossRef
    Wisniewski C, Persin F, Cherif T et al (2001) Denitrification of drinking water by the association of an electrodialysis process and a membrane bioreactor, feasibility and application. Desalination 139:199–205CrossRef
    Xue D, Botte J, De BB et al (2009) Present limitations and future prospects of stable isotope methods for nitrate source identification in surface and groundwater. Water Res 43:1159–1170CrossRef
    Yan G, Xia X, Lirong Y (2011) Process of inorganic nitrogen transformation and design of kinetics model in the biological aerated filter reactor. Bioresour Technol 102:4628–4632CrossRef
    Yang H, He X, He Y (2010) Removal of nitrogen in the micro-polluted water by electrochemical oxidation process. Environ Chem 29:49–495
    Yazdi AA, Sadeghi A, Saidi MH (2015) Steric effects on electrokinetic flow of non-linear biofluids. Colloids Surf A Physicochem Eng Asp 484:394–401
    Ying D, Jia J, Zhang L (2007) Effect of denitrification bacteria on the electrochemical reaction of activated carbon fiber in electrochemical biofilm system. Front Environ Sci Eng China 1:305–310CrossRef
    Zaky AM, Chaplin BP (2013) Porous substoichiometric TiO2 anodes as reactive electrochemical membranes for water treatment. Environ Sci Technol 47:6554–6563CrossRef
    Zhai S, Longyuan Y, Weiping H (2009) Observations of atmospheric nitrogen and phosphorus deposition during the period of algal bloom formation in Northern Lake Taihu, China. Environ Manage 44:542–551CrossRef
    Zhang Z (2011) Sewerage engineering, 4th edn. China Architecture & Building Press, Beijing, China, pp 306–314
    Zhang M, Wang C, Peng Y et al (2015a) Organic substrate transformation and sludge characteristics in the integrated anaerobic anoxic oxic–biological contact oxidation (A2/O–BCO) system treating wastewater with low carbon/nitrogen ratio. Chem Eng J 283(1):47–57
    Zhang QQ, Zhang ZZ, Guo Q (2015b) Analyzing the revolution of anaerobic ammonium oxidation (anammox) performance and sludge characteristics under zinc inhibition. Appl Microbiol Biotechnol 99(7):3221–3232CrossRef
  • 作者单位:Shihai Deng (1) (2)
    Desheng Li (1) (2)
    Xue Yang (1) (2)
    Shanbin Zhu (1) (2)
    Wei Xing (1) (2)

    1. School of Civil Engineering, Beijing Jiaotong University, Beijing, 100044, People’s Republic of China
    2. Beijing Key Laboratory of Aqueous Typical Pollutants Control and Water Quality Safeguard, Beijing, 100044, People’s Republic of China
  • 刊物类别:Earth and Environmental Science
  • 刊物主题:Environment
    Environment
    Atmospheric Protection, Air Quality Control and Air Pollution
    Waste Water Technology, Water Pollution Control, Water Management and Aquatic Pollution
    Industrial Pollution Prevention
  • 出版者:Springer Berlin / Heidelberg
  • ISSN:1614-7499
文摘
Nitrogen pollution in ground and surface water significantly affects the environment and its organisms, thereby leading to an increasingly serious environmental problem. Such pollution is difficult to degrade because of the lack of carbon sources. Therefore, an electrochemical and biological coupling process (EBCP) was developed with a composite catalytic biological carrier (CCBC) and applied in a pilot-scale cylindrical reactor to treat wastewater with a carbon-to-nitrogen (C/N) ratio of 2. The startup process, coupling principle, and dynamic feature of the EBCP were examined along with the effects of hydraulic retention time (HRT), dissolved oxygen (DO), and initial pH on nitrogen removal. A stable coupling system was obtained after 51 days when plenty of biofilms were cultivated on the CCBC without inoculation sludge. Autotrophic denitrification, with [Fe2+] and [H] produced by iron–carbon galvanic cells in CCBC as electron donors, was confirmed by equity calculation of CODCr and nitrogen removal. Nitrogen removal efficiency was significantly influenced by HRT, DO, and initial pH with optimal values of 3.5 h, 3.5 ± 0.1 mg L−1, and 7.5 ± 0.1, respectively. The ammonia, nitrate, and total nitrogen (TN) removal efficiencies of 90.1 to 95.3 %, 90.5 to 99.0 %, and 90.3 to 96.5 % were maintained with corresponding initial concentrations of 40 ± 2 mg L−1 (NH3–N load of 0.27 ± 0.01 kg NH3–N m−3 d−1), 20 ± 1 mg L−1, and 60 ± 2 mg L−1 (TN load of 0.41 ± 0.02 kg TN m−3 d−1). Based on the Eckenfelder model, the kinetics equation of the nitrogen transformation along the reactor was N e  = N 0 exp (−0.04368 h/L1.8438). Hence, EBCP is a viable method for advanced low C/N ratio wastewater treatment.

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700