全部 标题 作者
关键词 摘要

OALib Journal期刊
ISSN: 2333-9721
费用:99美元

查看量下载量

相关文章

更多...
化工进展  2015 

部分亚硝化-厌氧氨氧化工艺联合形式、应用及脱氮效能评析

DOI: 10.16085/j.issn.1000-6613.2015.08.038, PP. 3142-3146

Keywords: 环境,废水,部分亚硝化-厌氧氨氧化联合工艺,厌氧,脱氮速率

Full-Text   Cite this paper   Add to My Lib

Abstract:

部分亚硝化-厌氧氨氧化联合工艺与传统生物脱氮工艺相比具有一定优势,但该联合工艺是否一定优于传统生物脱氮工艺尚需论证。本文介绍了部分亚硝化-厌氧氨氧化联合工艺的组合形式、特点和处理实际废水的研究进展,从脱氮速率、能耗及碳源的角度将部分亚硝化-厌氧氨氧化联合工艺与传统生物脱氮工艺进行对比分析。指出部分亚硝化-厌氧氨氧化联合工艺具有不需要额外投加有机碳源的优点;部分亚硝化-厌氧氨氧化联合工艺虽然在曝气方面可以节省能耗,但是其中温反应需要一定的热能消耗,综合分析其处理能耗高于传统生物脱氮工艺;同时该联合工艺的整体脱氮速率与传统生物脱氮工艺相比差别不大。据此提出在选择生物脱氮工艺时需要考虑废水的碳氮比,碳氮比高时可以采用传统生物脱氮工艺,碳氮比低时可以考虑使用部分亚硝化-厌氧氨氧化联合工艺。

References

[1]  陈亚坤, 陈繁荣, 李翔宇. 部分消化-厌氧氨氧化反应器处理养猪场废水的模拟实验研究[J]. 水处理技术, 2013, 39(9): 104-108.
[2]  吕鑑, 孟凡能, 张树军, 等. 半短程硝化-厌氧氨氧化处理污泥消化液的脱氮研究[J]. 北京工业大学学报, 2011, 37(11): 1737-1742.
[3]  Liu Jie, Zou Jian'e, Yang Yang, et al. An autotrophic nitrogen removal process: Short-cut nitrification combined ANAMMOX for treating diluted effluent from an UASB reactor fed by landfill leachate[J]. Environmental Sciences, 2010, 22(5): 777-783.
[4]  丁爽, 唐崇俭, 郑平, 等. 厌氧氨氧化工艺脱氮机理和抑制因素的研究进展[J]. 化工进展, 2010, 29(9): 1754-1759. 浏览
[5]  郝晓地, 仇付国, van der Star W RL, 等. 厌氧氨氧化技术工程化的全球现状及展望[J]. 中国给水排水, 2007, 23(18): 15-19.
[6]  Shalini S. Sri, Joseph Kurian. Nitrogen management in landfill leachate: Application of SHARON, ANAMMOX and combined SHARON-ANAMMOX process[J]. Waste Management, 2012, 32: 2385-2400.
[7]  Li Wei, Zheng Ping, Wang Lan, et al. Physical characteristics and formation mechanism of denitrifying granular sludge in high-load reactor[J]. Bioresource Technology, 2013, 142: 683-687.
[8]  Obaja D, Mace S, Costa J, et al. Nitrification, denitrification and biological phosphorus removal in piggery wastewater using a sequencing batch reactor[J]. Bioresource Technology, 2003, 87: 103-111.
[9]  孙英杰, 张携超, 胡跃城. 亚硝酸型硝化的控制途径[J]. 中国给水排水, 2002, 18(6): 29-31.
[10]  卢俊平, 杜兵, 张志, 等. 高氨氮废水稳定亚硝化技术研究[J]. 中国给水排水, 2010, 26(11): 80-83.
[11]  Durán U, Val del Río A, Campos J L, et al. Enhanced ammonia removal at room temperature by pH controlled partial nitrification and subsequent anaerobic ammonium oxidation[J]. Environmental Technology, 2014, 35(4): 383-390.
[12]  吴迪, 李冬, 仲航, 等. 常温CSTR半亚硝化启动与稳定运行试验研究[J]. 中国给水排水, 2013, 29(15): 5-9.
[13]  陈益明. SBR反应器实现半亚硝化的启动策略[J]. 厦门大学学报: 自然科学版, 2013, 52(2): 232-236.
[14]  张树军, 马富国, 曹相生. 低C/N高氨氮消化污泥脱水液部分亚硝化研究[J]. 环境科学, 2009, 30(6): 1695-1700.
[15]  Xing Baoshan, Ji Yuxin, Yang Guangfeng, et al. Start-up and stable operation of partial nitritation prior to ANAMMOX in an internal-loop airlift reactor[J]. Separation and Purification Technology, 2013, 120: 458-466.
[16]  薛源, 杨凤林, 刘思彤. 膜生物反应器亚硝化性能的影响因素研究[J]. 环境科学, 2009, 30(9): 2630-2634.
[17]  van der Star Wouter R L, Abma Wiebe R, Blommers Dennis, et al. Startup of reactors for anoxic ammonium oxidation: Experiences from the first full-scale anammox reactor in Rotterdam[J]. Water Research, 2007(41): 4149 -4163.
[18]  马富国, 张树军, 曹相生, 等. 部分亚硝化-厌氧氨氧化耦合工艺处理污泥脱水液[J]. 中国环境科学, 2009, 29(2): 219-224.
[19]  Xu Xiaochen, Xue Yuan, Wang Dong, et al. The development of a reverse anammox sequencing partial nitrification process for simultaneous nitrogen and COD removal from wastewater[J]. Bioresource Technology, 2014, 155: 427-431.
[20]  Daverey Achlesh, Su Sin-Han, Huang Yu-Tzu, et al. Partial nitrification and anammox process: A method for high strength optoelectronic industrial wastewater treatment[J]. Water Research, 2013, 47: 2929-2937.
[21]  Okabe Satoshi, Oshiki Mamoru, Takahashi Yoshitaka, et al. Development of long-term stable partial nitrification and subsequent anammox process[J]. Bioresource Technology, 2011, 102: 6801-6807.
[22]  Isaka Kazuichi, Kimura Yuya, Yamamoto Tomoko, et al. Complete autotrophic denitrification in a single reactor using nitritation and anammox gel carriers[J]. Bioresource Technology, 2013, 147: 96-101.
[23]  Li Huosheng, Zhou Shaoqi, Weihao Mae, et al. Long-term performance and microbial ecology of a two-stage PN-ANAMMOX process treating mature landfill leachate[J]. Bioresource Technology, 2014, 159: 404-411.
[24]  曹建平, 杜兵, 刘寅, 等. 常温亚硝化-厌氧氨氧化工艺对淀粉废水生物脱氮的研究[J]. 给水排水, 2008, 34(11): 175-179.
[25]  李冬, 邱文新, 张男, 等. 常温ANAMMOX工艺运行性能及功能菌研究[J]. 中国环境科学, 2013, 33(1): 56-62.
[26]  唐林平, 李小明, 曾光明, 等. 短程硝化-厌氧氨氧化联合工艺的经济特性分析[J]. 净水技术, 2008, 27(2): 4-6, 14.
[27]  Tang C J, Zheng P, Wang C H, et a1. Suppression of anaerobic ammonium oxidizers under high organic content in high-rate Anammox UASB reactor[J]. Bioresource Technology, 2010, 101(6): 1762-1768.
[28]  Lackner Susanne, Gilbert Eva M, Vlaeminck Siegfried E, et al. Full-scale partial nitritation/anammox experiences-An application survey[J]. Water Research, 2014, 55: 292-303.
[29]  Kartal B, Kuenen J G, van Loosdrecht M C M. Sewage treatment with anammox[J]. Science, 2010, 328(5979): 702-703.
[30]  Guo J H, Wang S Y, Huang H J, et a1. Efficient and integrated start-up strategy for partial nitrification to nitrite treating low C/N domestic wastewater[J]. Water Sci. Technol., 2009, 60(12): 3243-3251.
[31]  Van Dongen, Jetten M S M, van Loosdrecht M C M. The sharon-knammox process for treatment of ammonium rich wastewater[J]. Water Sci. Techno1., 2001, 44: 153-160.
[32]  Park S, Bae W, Rittmann B E. Operational boundaries for nitrite accumulation in nitrification based on minimum/maximum substrate concentrations that include effects of oxygen limitation, pH and free ammonia and free nitrous acid inhibition[J]. Environment Science and Technology, 2010, 44: 335-342.
[33]  于德爽, 殷金, 王晓霞. 控制DO及FA条件下短程硝化过程系统稳定性研究[J]. 环境工程学报, 2011, 5(12): 2677-2680.
[34]  Xu Z Y, Zeng G M, Yang Z H, et a1. Biological treatment of landfill leachate with the integration of partial nitrification anaerobic ammonium oxidation and heterotrophic denitrification[J]. Bioresource Technology, 2010, 101: 79-86.
[35]  Yang J C, Zhang L, Daisuke H, et a1. High rate partial nitrification treatment of reject wastewater[J]. Journal of Bioscienee and Bioengineering, 2010, 110(4): 436-440.
[36]  杨洋, 左剑恶, 沈平, 等. 温度、pH值和有机物对厌氧氨氧化污泥活性的影响[J]. 环境科学, 2006, 27(4): 691-695.
[37]  王勇, 黄勇, 袁怡, 等. 厌氧氨氧化无纺滤布生物膜反应器的运行[J]. 环境工程学报, 2009, 3(6): 1015-1018.
[38]  Tang C J, Zheng P, Wang C H, et al. Performance of high-loaded ANAMMOX UASB reactors containing granular sludge[J]. Water Research, 2011, 45: 135-144.
[39]  Ma Bin, Zhang Shujun, Zhang Liang, et al. The feasibility of using a two-stage autotrophic nitrogen removal process to treat sewage[J]. Bioresource Technology, 2011, 102: 8331-8334.
[40]  Sri Shalini S, Kurian Joseph. Start-up of the SHARON and ANAMMOX process in landfill bioreactors using aerobic and anaerobic ammonium oxidising biomass[J]. Bioresource Technology, 2013, 149: 474-485.
[41]  孙红芳, 吕永涛, 白平, 等. 短程硝化/厌氧氨氧化联合工艺处理含氨废水的研究[J]. 中国给水排水, 2009, 25(3): 37-41.
[42]  Fux C, Huang D, Monti A, et a1. Difficulties in maintaining long-term partial nitritation of ammonium-rich sludge digester liquids in a moving-bed biofilm reactor(MBBR)[J]. Water Science and Technology, 2004, 49(11-12): 53-60.
[43]  李祥, 张大林, 黄勇, 等. 气升装置对厌氧氨氧化反应器脱氮效能的影响[J]. 环境科学, 2014, 35(9): 3449-3454.
[44]  张杰, 付昆明, 曹相生, 等. 序批式生物膜CANON工艺的运行与温度的影响[J]. 中国环境科学, 2009, 29(8): 850-855.
[45]  Vlaeminck S E, Terada A, smets B F, et a1. Nitrogen removal from digested black water by one-stage partial nitritation and anammox[J]. Environment Science and Technology, 2009, 43: 5035-5041.
[46]  Zhang Xiaojing, Li Dong, Liang Yuhai, et al. Autotrophic nitrogen removal from domestic sewage in MBR-CANON system and the biodiversity of functional microbes[J]. Bioresource Technology, 2013, 150: 113-120.
[47]  Gilbert Eva M, Agrawal Shelesh, Karst S?ren M, et al. Low temperature partial Nitritation/Anammox in a moving bed biofilm reactor treating low strength wastewater[J]. Environmental Science & Technology, 2014, 48: 8784-8792.
[48]  Persson Frank, Sultana Razia, Suarez Marco, et al. Structure and composition of biofilm communities in a moving bed biofilm reactor for nitritation-anammox at low temperatures[J]. Bioresource Technology, 2014, 154: 267-273.
[49]  刘杰, 杨洋, 左剑恶, 等. 亚硝化与厌氧氨氧化串联工艺处理高氮低碳废水的研究进展[J]. 中国沼气, 2009, 27(3): 13-18.

Full-Text

Contact Us

service@oalib.com

QQ:3279437679

WhatsApp +8615387084133