期刊文献+

城市污水自养脱氮系统中有机物与磷的回收 被引量:7

Recovery of phosphorus and organic matter in an autotrophic nitrogen removal system
下载PDF
导出
摘要 厌氧氨氧化的发现使开发低能耗城市污水处理技术成为可能,可通过生物吸附实现污水能源与资源的回收。强化除磷系统污泥龄(SRT)仅为2d,系统抗冲击性强,污泥沉降性良好,污泥体积指数(SVI)低于50,可为自养脱氮系统提供稳定的进水,但系统污泥碳含量仅为37%。将反应器内好氧水力停留时间(HRT)降至40min后,实现有机物去除序批式反应器(SBR)的稳定运行,厌氧段COD去除率占总COD去除率的93.8%,这表明系统对有机物的去除主要为生物吸附作用,同时污泥碳含量提升至48%。由于异养菌对有机物的消耗利用与除磷菌的吸磷过程同时进行,若试验废水C/P比较低,可降低系统水力停留时间、提升碳的回收率并辅助少量的化学除磷手段,对系统厌氧搅拌时间、曝气时间及污泥龄进行优化,从而实现C与P的高效回收。 The development of anaerobic ammonia oxidation(anammox) process,makes it possible to achieve domestic wastewater treatment with low energy consumptions.And the recovery of energy and resources from domestic wastewater can be realized through biological adsorption.The enhanced biological phosphorus removal(EBPR) system was successfully started under sludge retention time(SRT) of 2 d.The SVI of activity sludge was only 50 and the effluent of EBPR system was stable under fluctuant influent.While,the carbon content in EBPR system sludge was only 37%.Stable operation of organic matter removal SBR was achieved by decreasing the aerobic hydraulic residence time(HRT) to 40 min.The carbon content of sludge was then increased to 48%.93.8% of the removed COD was achieved during the anaerobic phase which meant the organic matter was mainly removed by the biological adsorption.Due to the consumption of organic matter by heterotrophic bacteria and the adsorption of phosphorus by PAO occurred simultaneously,when the C/P of domestic wastewater was relatively low,it was difficult to recover both organic matter and phosphorus at the same time.To enhance the recovery of organic matter,HRT of aerobic phase should be decreased and the chemical removal method should be applied to remove part of the phosphorus.The anaerobic mixing time,aeration time and sludge age should be optimized in order to achieve a higher efficient recovery of C and P.
出处 《化工学报》 EI CAS CSCD 北大核心 2013年第8期3017-3022,共6页 CIESC Journal
基金 国家自然科学基金项目(21177005) 北京市教委科技创新平台项目 北京工业大学研究生科技基金(ykj-2012-8308)~~
关键词 城市污水 有机物吸附 强化生物除磷 厌氧氨氧化 domestic wastewater organic matter absorption enhanced biological phosphorus removal anaerobic ammonium oxidation
  • 相关文献

参考文献17

  • 1Kuenen J G.Anammox bacteria:from discovery to application[J].Nature,2008,6:7.
  • 2Tang C J,Zheng P,Chen T T,Zhang J Q,Mahmood Q,Ding S A,Chen X G,Chen J W,Wu D T.Enhanced nitrogen removal from pharmaceutical wastewater using SBA-ANAMMOX process[J].Water Research,2011,45(1):201-210.
  • 3McCarty P L,Bae J,Kim J.Domestic wastewater treatment as a net energy producer-Can this be achieved?[J].Environmental Science & Technology,2011,45(17):7100-7106.
  • 4Kartal B,Kuenen J G,van Loosdrecht M C M.Sewage treatment with Anammox[J].Science,2010,328(5979):702-703.
  • 5Cordell D,Drangert J O,White S.The story of phosphorus:global food security and food for thought[J].Global Environmental Change,2009,19(2):292-305.
  • 6Takiguchi N,Kishino M,Kuroda A,Kato J,Ohtake H.Effect of mineral elements on phosphorus release from heated sewage sludge[J].Bioresource Technology,2007, 98(13):2533-2537.
  • 7De-Bashan L E,Bashan Y.Recent advances in removing phosphorus from wastewater and its future use as fertilizer(1997-2003)[J].Water Research,2004,38(19):4222-4246.
  • 8deGraaf A A V,deBruijn P,Robertson L A,Jetten M S M,Kuenen J G.Autotrophic growth of anaerobic ammonium-oxidizing micro-organisms in a fluidized bed reactor[J].Microbiology-UK,1996,142(8):2187-2196.
  • 9Chamchoi N,Nitisoravut S,Schmidt J E.Inactivation of ANAMMOX communities under concurrent operation of anaerobic ammonium oxidation(ANAMMOX)and denitrification[J].Bioresource Technology,2008,99(9):3331-3336.
  • 10Tang C J,Zheng P,Zhang L,Chen J W,Mahmood Q,Chen X G,Hu B L,Wang C H,Yu Y.Enrichment features of anammox consortia from methanogenic granules loaded with high organic and methanol contents[J].Chemosphere,2010,79(6):613-619.

二级参考文献16

  • 1Kuenen J G. Anammox bacteria : from discovery toapplication [J].Nature Reviews Microbiology . 2008, 6 :(4): 320-326.
  • 2Siegrist H,Salzgeber D, Eugster J, Joss A. Anammoxbrings WWTP closer to energy autarky due to increasedbiogas production and reduced aeration energy for N-removal[J].Water Science and Technology ? 2008* 57 (3) : 383-388.
  • 3van der Star W R L, Miclea A 1, van Dongen U G J M,Muyzer G, Picioreanu C,van Loosdrecht M C M. Themembrane bioreactor: a novel tool to grow Anammoxbacteria as free cells [J].Biotechnology and bioengineering,2008,101 (2): 286-294.
  • 4Ni S Q, Gao B Y, Wang C C,Lin J G, Sung S W. Faststart-up. performance and microbial community in a pilot-scale Anammox reactor seeded with exotic mature granules[J].Bioresource Technology . 2011,102 (3) ; 2448-2454.
  • 5Yang J C. ZKang L, Fukuzaki Y, Hira D,Furukawa K.High-rate nitrogen removal by the Anammox process with asufficient inorganic carbon source [ J ].BioresourceTechnology, 2010, 101 (24) : 9471-9478.
  • 6van der Star W R L. Abma W R,Blommers D,Mulder JW, Tokutomi T, Strous M, Picioreanu C, vanLoosdrecht M C M. Startup of reactors for anoxic ammoniumoxidation: experiences from the first full-scale Anammoxreactor in Rotterdam [J].Water Research, 2007,41(18): 4149-4163.
  • 7Ma B, ZhangS,Zhang L,Yi P, Wang J, Wang S, PengY. The feasibility of using a two-stage autotrophic nitrogenremoval process to treat sewage [ J ].BioresourceTechnology y 2011, 102 (17): 8331-8334.
  • 8Yang Q, Peng Y Z, Liu X H,Zeng W, Mino T, SatohH.Nitrogen removal via nitrite from municipal wastewaterat low temperatures using real-time control to optimizenitrifying communities [ J ].Environmental ScienceTechnology? 2007, 41 (23): 8159-8164.
  • 9Guo J, Peng Y,Huang H, Wang S,Ge S, Zhang J,Wang Z. Short- and long-term effects of temperature onpartial nitrification in a sequencing batch reactor treatingdomestic wastewater [J]. Journal of Hazardous Materials ,2010, 179 (1/2/3): 471-479.
  • 10Guo J H, Wang S Y, Huang H J, Peng Y Z, Ge S J, WuC Y,Sun Z R. Efficient and integrated start-up strategy forpartial nitrification to nitrite treating low C/N domesticwastewater [J].Water Science and Technology, 2009,60 (12): 3243-3251.

共引文献12

同被引文献59

引证文献7

二级引证文献37

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部