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亚硝酸盐型同步厌氧生物脱氮除硫工艺的运行性能
引用本文:蔡靖,郑平.亚硝酸盐型同步厌氧生物脱氮除硫工艺的运行性能[J].生物工程学报,2009,25(11):1684-1689.
作者姓名:蔡靖  郑平
作者单位:浙江大学环境工程系,杭州,310029
基金项目:国家高技术研究发展计划(863计划)(No.2006AA06Z332);;国家自然科学基金(No.30770039)资助~~
摘    要:采用上流式厌氧污泥床(UASB)反应器研究了亚硝酸盐型同步厌氧生物脱氮除硫工艺的性能。该工艺具有很高的硫化物和亚硝酸盐转化潜能,最大容积硫化物去除率和容积硝酸盐去除率分别为13.4kg/(m3·d)和2.3kg/(m3·d);所能耐受的最大进水硫化物和亚硝酸盐浓度分别为880mg/L和252.7mg/L;最适进水硫化物和亚硝酸盐浓度分别为460mg/L和132.3mg/L,最适水力停留时间为4h。硫化物和亚硝酸盐的表观半抑制浓度分别为403.9mg/L和120.8mg/L,两者之间的联合毒性为拮抗作用。

关 键 词:脱氮除硫  亚硝酸盐  硫化物  工艺性能  
收稿时间:4/7/2009 12:00:00 AM

Simultaneous removal of sulfide and nitrite by anaerobic bioprocess
Jing Cai and Ping Zheng.Simultaneous removal of sulfide and nitrite by anaerobic bioprocess[J].Chinese Journal of Biotechnology,2009,25(11):1684-1689.
Authors:Jing Cai and Ping Zheng
Institution:Department of Environmental Engineering, Zhejiang University, Hangzhou 310029, China;Department of Environmental Engineering, Zhejiang University, Hangzhou 310029, China
Abstract:We studied simultaneous removal of sulfide and nitrite by an anaerobic process in an upflow anaerobic sludge blanket (UASB) reactor. The process could remove sulfide and nitrite 13.4 kg/(m3·d) and 2.3 kg/(m3·d), respectively, of the reactor tolerated high influent substrate concentration (880.0 mg S/L and 252.7 mg N/L) with the optimum substrate concentration (460.0 mg S/L and 132.3 mg N/L). It tolerated short hydraulic retention time (HRT) with the optimum HRT of 4 h. The apparent half inhibition concentrations of sulfide and nitrite were 403.9 mg S/L and 120.8 mg N/L, respectively, under different influent substrate concentrations. The combined effect between sulfide and nitrite was antagonistic effect.
Keywords:anaerobic sulfide and nitrite removal  nitrite  sulfide  operation performance  
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