首页 | 本学科首页   官方微博 | 高级检索  
     检索      

曝气生物流化床处理炼油厂含硫和高氨氮污水的研究
引用本文:叶正芳,温丽丽,A.G.L.Borthwick,倪晋仁.曝气生物流化床处理炼油厂含硫和高氨氮污水的研究[J].应用基础与工程科学学报,2005,13(4):345-357.
作者姓名:叶正芳  温丽丽  A.G.L.Borthwick  倪晋仁
作者单位:1. 北京大学环境工程研究所,北京,100871;教育部水沙科学重点实验室,北京,100871
2. 教育部水沙科学重点实验室,北京,100871;Department of Engineering cience,Oxford University,Parks Road,Oxford OX1 3PJ,U.K
基金项目:The study has been imbursed by the important project of 863 program (2003AA601010) and the research of key problem on environment protect in Gansu province(GH99-4)
摘    要:炼油厂含硫污水因含高浓度的油、COD、硫化物及挥发酚而难于生化降解,催化剂生产中排放的污水因含高浓度的氨氮、盐类、悬浮物质以及低浓度的有机物而成为水处理的难题.本文采用一种曝气生物流化床(ABFT)工艺,对含硫污水和催化剂高氨氮污水的混合污水进行了现场连续试验,结果表明:在混合污水COD为2090mg/L、氨氮为600mg/L、挥发酚为27mg/L和硫化物为154mg/L的情况下,ABFT系统出水COD为95mg/L、氨氮为4.0mg/L、挥发酚为0.30mg/L和硫化物为0.0067mg/L,出水达到了国家污水排放标准一级标准.在处理工艺中,动态氧化和混凝沉淀作为预处理,ABFT反应器采用了合成高分子载体固定化微生物技术,该载体具有大孔网状以及优良的机械强度和化学性能,高效微生物B350通过化学键固定在载体上.克氏定氮法表明,ABFT中生物负载量为32mg/L.试验结果显示:在处理高氨氮污水方面,ABFT工艺比SBR工艺具有更强的优势,同时,ABFT系统具有较高的处理效率和耐冲击负荷能力.

关 键 词:曝气生物流化床(ABFT)  固定化微生物  含硫污水  高氨氮污水  动态氧化
文章编号:1005-0930(2005)04-0345-13
收稿时间:10 17 2005 12:00AM
修稿时间:12 13 2005 12:00AM

Aerobic Biological Fluidized Bed Technology Treatment of Sulfur and High Ammonia-nitrogen Wastewater in a Petroleum Refinery
YE Zhengfang,WEN Lili,A.G.L.Borthwick,NI Jinren.Aerobic Biological Fluidized Bed Technology Treatment of Sulfur and High Ammonia-nitrogen Wastewater in a Petroleum Refinery[J].Journal of Basic Science and Engineering,2005,13(4):345-357.
Authors:YE Zhengfang  WEN Lili  AGLBorthwick  NI Jinren
Institution:1. Department of Environmental Engineering, Peking University, Beijing 100871, China; 2. The Key Laboratory of Water and Sediment Sciences, MOE, Beijing 100871, China; 3. Department of Engineering Science, Oxford University, Parks Road, Oxford OX1 3PJ, U. K
Abstract:Wastewaters from petrochemical plants are of two types: high sulfur wastewater with high levels of sulfur, oil, chemical oxygen demand (COD) and phenol; and high ammonia-nitrogen wastewater emanating from catalyst workshops, which contains large concentrations of ammonia-nitrogen, salinity, suspended solids (SS) and lower organic pollutants.Conventional biological treatments are expensive and not very effective at handling both kinds of wastewater stream. In this paper, a new aerobic biological fluidized bed technology (ABFT) process is proposed, whereby a mixture of the two kinds of wastewater is treated. A pilot experiment has been conducted to examine the feasibility of treating the mixed wastewater stream. In the experiment, the initial mean concentrations of contaminants in the mixed wastewater are: COD = 2090mg · L-1, NH4+-N = 600mg · L-1, volatile phenol = 27mg · L-1,and sulfide = 154mg · L-1. After treatment by the ABFT process, the mean concentrations are as follows: COD =95mg · L-1, NH4+-N =4.0mg · L-1, volatile phenol 0. 30mg · L-1 and sulfide 0. 0067mg · L-1. The results meet the demands of China's National First-grade Standard for Integrated Wastewater Discharge. In the ABFT process, methods of dynamic oxidation, mixing and sedimentation are applied to wastewater pretreatment, with the use of immobilized microorganisms on a patented synthesized polymer carrier providing the core technology. The carrier employed as fluidized media in the ABFT reactor has a porous reticular structure, and it exhibits excellent mechanical strength and chemical characteristics.Highly efficient B350 microorganisms have been selected that can be immobilized on the carrier by chemical bonds. The Kjeldahl-Gunning test for nitrogen determination indicates that the mean average immobilized biomass on the carrier is 32g · L-1 (H2O). Experimental investigations show that the proposed ABFT process has overwhelming advantages over the conventional sequencing biological reactor (SBR) process, particularly with regard to treatment of high ammonia-nitrogen wastewater. Meanwhile, the treatment efficiency and the resistance capacity against sudden changes in loading are both significantly increased.
Keywords:aerobic biological fluidized bed technology(ABFT)  immobilizedmicroorganisms  sulfur-containing wastewater  high ammonia-nitrogen wastewater  dynamic oxidation  
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号