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Effects of loading rate and hydraulic residence time on anoxic sulfide biooxidation
作者姓名:CAI  Jing  ZHENG  Ping  MAHMOOD  Qaisar  ISLAM  Ejazul  HU  Bao-lan  WU  Dong-lei
作者单位:Department of Environmental Engineering Zhejiang University,Department of Environmental Engineering,Zhejiang University,Hangzhou 310029 China,Hangzhou 310029 China
基金项目:Project supported by the National Natural Science Foundation of China (No. 30070017),the Science and Technology Foundation for Key Project of Zhejiang Province (No. 2003C13005), China
摘    要:The optimal operation conditions in an anoxic sulfide oxidizing (ASO) bioreactor were investigated. The maximal removal rates for sulfide and nitrate were found to be 4.18 kg/(m3·d) and 1.73 kg/(m3·d), respectively. The volumetrical volumetric loading rates (LRs) observed through decreasing hydraulic retention time (HRT) at fixed substrate concentration are higher than those by increasing substrate concentration at fixed HRT. The sulfide oxidation in ASO reactor was partially producing both sulfate and sulfur; but the amount of sulfate produced was approximately one third that of sulfur. The process was able to tolerate high sulfide concentration, as the sulfide removal percentage always remained near 99% when influent concentration was up to 580 mg/L. It tolerated relatively lower nitrate concentration because the removal percentage dropped to 85% when influent con- centration was increased above 110 mg/L. The process can tolerate shorter HRT but careful operation is needed. Nitrate conversion was more sensitive to HRT than sulfide conversion since the process performance deteriorated abruptly when HRT was decreased from 3.12 h to 2.88 h. In order to avoid nitrite accumulation in the reactor, the influent sulfide and nitrate concentrations should be kept at 280 mg/L and 67.5 mg/L respectively. Present biotechnology is useful for removing sulfides from sewers and crude oil.

关 键 词:厌氧技术  硝酸盐  生物转换  处理技术
收稿时间:4 December 2006
修稿时间:2006-12-042007-03-12

Effects of loading rate and hydraulic residence time on anoxic sulfide biooxidation
CAI Jing ZHENG Ping MAHMOOD Qaisar ISLAM Ejazul HU Bao-lan WU Dong-lei.Effects of loading rate and hydraulic residence time on anoxic sulfide biooxidation[J].Journal of Zhejiang University Science,2007,8(7):1149-1156.
Authors:Cai Jing  Zheng Ping  Mahmood Qaisar  Islam Ejazul  Hu Bao-lan  Wu Dong-lei
Institution:(1) Department of Environmental Engineering, Zhejiang University, Hangzhou, 310029, China
Abstract:The optimal operation conditions in an anoxic sulfide oxidizing (ASO) bioreactor were investigated. The maximal removal rates for sulfide and nitrate were found to be 4.18 kg/(m3·d) and 1.73 kg/(m3·d), respectively. The volumetrical volumetri loading rates (LRs) observed through decreasing hydraulic retention time (HRT) at fixed substrate concentration are higher than those by increasing substrate concentration at fixed HRT. The sulfide oxidation in ASO reactor was partially producing both sulfate and sulfur; but the amount of sulfate produced was approximately one third that of sulfur. The process was able to tolerate high sulfide concentration, as the sulfide removal percentage always remained near 99% when influent concentration was up to 580 mg/L. It tolerated relatively lower nitrate concentration because the removal percentage dropped to 85% when influent concentration was increased above 110 mg/L. The process can tolerate shorter HRT but careful operation is needed. Nitrate conversion was more sensitive to HRT than sulfide conversion since the process performance deteriorated abruptly when HRT was decreased from 3.12 h to 2.88 h. In order to avoid nitrite accumulation in the reactor, the influent sulfide and nitrate concentrations should be kept at 280 mg/L and 67.5 mg/L respectively. Present biotechnology is useful for removing sulfides from sewers and crude oil. Project supported by the National Natural Science Foundation of China (No. 30070017) and the Science and Technology Foundation for Key Project of Zhejiang Province (No. 2003C13005), China
Keywords:Anaerobic processes  Anoxic nitrate removal  Biodesulfurization  Biotransformation  Fluidized bed bioreactors  Hydraulic residence time (HRT)
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