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两相厌氧生物技术处理环氧树脂生产废水 被引量:6

Treatment of the wastewater from production of epoxy resin by the two-stage anaerobic biological technique
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摘要 研究采用两相厌氧生物技术处理环氧树脂生产废水。试验结果表明:经过AMBR和EGSB反应器处理后,COD去除率达到91%,SS去除率达到67%;进水在产酸器AMBR反应后,pH值由6.8降至5.86,VFA由1265 mg/L升至3862 mg/L,酸化效果较好;经产甲烷器EGSB反应后,pH值和VFA分别为7.61和206 mg/L,产甲烷效果良好;经过后续工艺SBR处理后,出水符合国家污水综合排放标准。 The two-stage anaerobic biological technique is introduced to treat wastewater from production of epoxy resin. The experimental results are as follows: the COD removal rate reached 91% and the suspended solids(SS) removal rate was 67% after treatment by the anaerobic migrating blanket reactor(AMBR) and the expanded granular sludge bed(EGSB) reactor the pH value of the effluent water decreased from 6.80 to 5.86 and volatile fatty acids(VFA) varied from 1 265 mg/L to 3 862 mg/L when influent water was treated by the AMBR reactor, and the acidification effect was preferable; the effluent water from the AMBR was treated by the methanation reactor(EGSB reactor) and the efficiency of methanation was favourable, and the pH and VFA became 7.61 and 206 mg/L respectively. Then the water was further treated by the SBR in the continuing process and the effluent water met the demands of National Integrated Wastewater Discharge Standard.
出处 《合肥工业大学学报(自然科学版)》 CAS CSCD 北大核心 2007年第9期1148-1151,共4页 Journal of Hefei University of Technology:Natural Science
基金 安徽省教育厅自然科学重点科研基金资助项目(kj2007a114zc) 安徽省高等学校青年教师科研基金资助项目(2007jq1099) 安徽建筑工业学院硕士科研启动基金资助项目(20060701-1)
关键词 两相厌氧生物技术 环氧树脂生产废水 厌氧往复层反应器 厌氧膨胀颗粒污泥床反应器 two-stage anaerobic biological technique wastewater from production of epoxy resin anaerobic migrating blanket reactor(AMBR) expanded granular sludge bed(EGSB)
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  • 1俞汉青,顾国维.两相厌氧工艺应用的述评[J].给水排水,1993,19(7):20-24. 被引量:9
  • 2雷中方,陆雍森,徐庆平.用厌氧折流板反应器处理碱法草浆黑液[J].上海环境科学,1995,14(5):19-22. 被引量:19
  • 3严月根,钱易.两相厌氧工艺的理论基础及实际应用[J].中国沼气,1989,7(4):1-6. 被引量:8
  • 4Igor B, et al. Nitrogen removal in an anaerobic baffled filter reactor with aerobic post-treatment[J]. Bioresource Technology, 2003,86(1): 79-84.
  • 5Young H W, Young J C. Hydraulic characteristics of upflow anaerobic filters[J]. J. Environ. Eng., 1988,114(3 ) :621 - 638.
  • 6Stuckey D C.Anaerobic digestion in developing countries:advances in fermentation[C]. SCI meeting at Chelsea College, London, 1983.
  • 7Nachaiyasit S,Stuckey D C.Microbial response to environmental changes in an anaerobic baffled reactor (ABR) [J]. Antonie van Leeuwenhoek, 1995, 67(2):111 - 123.
  • 8Barber William P, Stuckey David C. The use of the anaerobic baffled reactor (ABR) for wastewater treatment: a review [J]. Wat.Res., 1999,33(7):1559-1578.
  • 9Tilche A, Yang X. Light and scanning electron microscope observations on the granular biomass of experimental SBAF and HABR reactors[C]. Proceedings of Gasmat Workshop, Netherlands, 1987.170- 178.
  • 10Yang X,Garuti G,Farina R,et al.Process differences between a sludge bed filter and an anaerobic baffled reactor treating soluble wastes [A].5th International Symposium on Anaerobic Digestion [C]. Bologna, Italy, 1988. 355-360.

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