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硫酸盐/氨的厌氧生物转化试验研究
引用本文:张丽,黄勇,袁怡,李祥,刘福鑫.硫酸盐/氨的厌氧生物转化试验研究[J].环境科学,2013,34(11):4356-4361.
作者姓名:张丽  黄勇  袁怡  李祥  刘福鑫
作者单位:苏州科技学院环境科学与工程学院, 苏州 215011;苏州科技学院环境科学与工程学院, 苏州 215011;同济大学环境科学与工程学院, 上海 200092;苏州科技学院环境科学与工程学院, 苏州 215011;苏州科技学院环境科学与工程学院, 苏州 215011
基金项目:国家自然科学基金项目(51008202); 江苏省2011年度普通高校研究生科研创新计划项目(CXLX11_0976); 江苏省2012年度普通高校研究生科研创新计划项目(CXZZ12_0858)
摘    要:采用厌氧上流式生物膜反应器,通过控制不同的水力停留时间、进水n(NH+4-N)/n(SO2-4-S)和HCO-3浓度研究了无机营养条件下硫酸盐/氨的厌氧生物转化特性.结果表明,反应器中NH+4和SO2-4发生了同步去除,最大NH+4-N和SO2-4-S去除速率分别为47.6 mg·(L·d)-1和16.9 mg·(L·d)-1,稳定去除率最高分别超过了80%和43%;反应过程中有NO-3-N的明显生成,出水NO-3-N浓度最大时为77.6 mg·L-1,整个过程中,未检测到S2-的生成,有单质硫附着在生物污泥表面;由于控制条件的不同,会产生不同的n(NH+4-N)/n(SO2-4-S)转化比,表明NH+4和SO2-4的厌氧生物反应并不是简单地接续反应,反应器中存在更为复杂的反应过程和转化途径.

关 键 词:硫酸盐  厌氧氨氧化  转化特性  HCO-3浓度  n(NH+4-N)/n(SO2-4-S)转化比
收稿时间:1/8/2013 12:00:00 AM
修稿时间:2013/4/21 0:00:00

Study on the Biotransformation of Sulfate and Ammonia in Anaerobic Conditions
ZHANG Li,HUANG Yong,YUAN Yi,LI Xiang and LIU Fu-xin.Study on the Biotransformation of Sulfate and Ammonia in Anaerobic Conditions[J].Chinese Journal of Environmental Science,2013,34(11):4356-4361.
Authors:ZHANG Li  HUANG Yong  YUAN Yi  LI Xiang and LIU Fu-xin
Institution:School of Environmental Science and Technology, Suzhou University of Science and Technology, Suzhou 215011, China;School of Environmental Science and Technology, Suzhou University of Science and Technology, Suzhou 215011, China;School of Environmental Science and Technology, Tongji University, Shanghai 200092, China;School of Environmental Science and Technology, Suzhou University of Science and Technology, Suzhou 215011, China;School of Environmental Science and Technology, Suzhou University of Science and Technology, Suzhou 215011, China
Abstract:The anaerobic biological transformation characteristics of sulfate and ammonia were investigated in the upflow anaerobic biofilm reactor under inorganic nutrition condition by controlling different hydraulic retention time, NH4+-N and SO42--S ratio and HCO3- concentration in the influent. The results showed that NH4+ and SO42- were synchronously removed. The maximum NH4+-N and SO42--S removal rate was 47.6 mg·(L·d)-1 and 16.9 mg·(L·d)-1, respectively, and the highest stable removal efficiency was more than 80% and 43%. Obviously NO3--N generated in the reaction and the maximum NO3--N concentration was 77.6 mg. L-1 in the effluent. Throughout the process S2- was not detected, but there was elemental sulfur generated attached to the surface of the biological sludge. During the whole process, different control conditions led to different n(NH4+-N)and n(SO42--S)conversion ratios, which showed that anaerobic biological NH4+ and SO42- transformation was not a simple serial reaction, more complex reactions and conversion pathways occurred in the reactor.
Keywords:sulfate  ANAMMOX  transformation characteristics  HCO3- concentration  n(NH4+-N)/n(SO42--S) conversion ratio
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