高级搜索

AB-ASBR工艺处理高浓度有机物废水的优化运行

,  ,  ,  , 

downloadPDF

上一篇

下一篇

王慧礼, 李晋, 李啸乾, 岳秀萍, 端允. AB-ASBR工艺处理高浓度有机物废水的优化运行[J]. 环境工程学报, 2016, 10(3): 1159-1164. doi: 10.12030/j.cjee.20160325
引用本文: 王慧礼, 李晋, 李啸乾, 岳秀萍, 端允. AB-ASBR工艺处理高浓度有机物废水的优化运行[J]. 环境工程学报, 2016, 10(3): 1159-1164. doi: 10.12030/j.cjee.20160325
shu
Wang Huili, Li Jin, Li Xiaoqian, Yue Xiuping, Duan Yun. Optimal operation of high concentration organic wastewater treatment with AB-ASBR[J]. Chinese Journal of Environmental Engineering, 2016, 10(3): 1159-1164. doi: 10.12030/j.cjee.20160325
Citation: Wang Huili, Li Jin, Li Xiaoqian, Yue Xiuping, Duan Yun. Optimal operation of high concentration organic wastewater treatment with AB-ASBR[J]. Chinese Journal of Environmental Engineering, 2016, 10(3): 1159-1164. doi: 10.12030/j.cjee.20160325
shu

AB-ASBR工艺处理高浓度有机物废水的优化运行

  • 1.

    太原理工大学环境科学与工程学院, 太原 030024

  • 基金项目:

    国家自然科学基金资助项目(51378330)

    山西省自然科学基金资助项目(2013011040-2)

    山西省留学回国人员基金资助项目(2012-034)

  • 中图分类号: X703

Optimal operation of high concentration organic wastewater treatment with AB-ASBR

  • 1.

    College of Environmental Science and Engineering, Taiyuan University of Technology, Taiyuan 030024, China

  • Fund Project:

  • 摘要: 以人工模拟废水,采用高径比(H/D)为1.9吸附-生物降解厌氧序批式反应器(AB-ASBR)对A反应器进水期、再生期,B反应器反应期的搅拌频率以及絮凝剂聚丙烯酰胺(PAM)的投加量等参数进行了优化。进水浓度从7000 mg/L提高到10000 mg/L时反应器运行稳定,厌氧条件下出水浓度低于100 mg/L,达到国家污水排放二级标准(GB 8978-2002)。优化后运行参数为:A反应器吸附期搅拌频率为20 s/(2 min)、B反应器反应期搅拌频率为7 min/h、A反应器闲置期搅拌频为4 min/h、絮凝剂投加量为15 mg/L。
    Abstract: The stirring frequencies of adsorption and the regeneration period in reactor A, the reaction period in reactor B, and the flocculant quantity of polyacrylamide (PAM) were optimized in an adsorption-biodegradation anaerobic sequencing batch reactor (AB-ASBR) in which H/D was 1.9. The artificial wastewater was used as a high concentration organic influent. The chemical oxygen demand (COD) concentrations in the inflow increased from 7000 to 10000 mg/L when the AB-ASBR was in steady operation. The COD in the effluent was below 100 mg/L under totally anaerobic conditions, which met requirements of the second level in the Discharge Standard of National Wastewater (GB 8978-2002). The optimized operation parameters were obtained as follows:the stirring frequency of adsorption period in reactor A was chosen as 20 s/(2 min), the stirring frequency of the reaction period in reactor B was 7 min/h, the stirring frequency of the regeneration period in reactor A was 4 min/h, and the flocculant quantity was 15 mg/L.
  • 加载中
  • [1] 李宁, 张晔, 刘彪, 等. UASB处理甲醇废水的实验研究. 环境工程学报, 2010, 4(11):2519-2521 Li Ning, Zhang Ye, Liu Biao, et al. Experimental study on the treatment of methanol wastewater by using a UASB reactor. Chinese Journal of Environmental Engineering, 2010, 4(11):2519-2521(in Chinese)
    [2] Lofrano G., Meric S., Zengin G. E., et al. Chemical And biological treatment technologies for leather tannery chemicals and wastewaters:A review. Science of the Total Environment, 2013, 461-462:265-281
    [3] Yan Yuegen, Churn C. C., He Guanghui, et al. Troubleshooting and optimization of high-strength inhibitory chemical wastewater treatment process. Chinese Journal of Chemical Engineering, 2005, 6(13):800-808
    [4] 中华人民共和国环境保护部. 中国环境统计年报2012. 北京:中国环境出版社, 2013
    [5] 卢玉凤. 光合细菌处理食品加工废水试验研究. 哈尔滨:哈尔滨工业大学硕士学位论文, 2012 Lu Yufeng. Experimental study of food processing wastewater treatment by photosynthetic bacteria. Harbin:Master Dissertation of Harbin Institute of Technology, 2012(in Chinese)
    [6] Yang Benqin, Zhang Lei, Lee Y., et al. Novel bioevaporation process for the zero-discharge treatment of highly concentrated organic wastewater. Water Research, 2013, 47(15):5678-5689
    [7] Zhu Qiushi, Guo Shaohui, Guo Chunmei, et al. Stability of Fe-C micro-electrolysis and biological process in treating ultra-high concentration organic wastewater. Chemical Engineering Journal, 2014, 255:535-540
    [8] Watanabe T., Tanaka M., Masaki K., et al. Decolorization and treatment of Kokuto-shochu distillery wastewater by the combination treatment involving biodecolorization and biotreatment by Penicillium oxalicum, physical decolorization by ozonation and treatment by activated sludge. Biodegradation, 2010, 21(6):1067-1075
    [9] Xing Zipeng, Sun Dezhi, Yu Xiujuan, et al. Treatment of antibiotic fermentation-based pharmaceutical wastewater using anaerobic and aerobic moving bed biofilm reactors combined with ozone/hydrogen peroxide process. Environmental Progress & Sustainable Energy, 2014, 33(1):170-177
    [10] Galambos I., Molina J. M., Járay P., et al. High organic content industrial wastewater treatment by membrane filtration. Desalination, 2004, 162:117-120
    [11] Viero A. F., De Melo T. M., Torres A. P. R., et al. The effects of long-term feeding of high organic loading in a submerged membrane bioreactor treating oil refinery wastewater. Journal of Membrane Science, 2008, 319(1-2):223-230
    [12] Xu Xuan, Ji Fangying, Fan Zihong, et al. Dyestuff wastewater treatment by combined SDS-CuO/TiO2 photocatalysis and sequencing batch reactor. Journal of Central South University, 2012, 19(6):1685-1692
    [13] Lin S. H., Jiang C. D. Fenton oxidation and sequencing batch reactor (SBR) treatments of high-strength semiconductor wastewater. Desalination, 2003, 154(2):107-116
    [14] Bai Junyue, Xu Haolong, Zhang Yidan, et al. Combined industrial and domestic wastewater treatment by periodic allocating water hybrid hydrolysis acidification reactor followed by SBR. Biochemical Engineering Journal, 2013, 70:115-119
    [15] 李亚新, 岳秀萍. 一种厌氧序批式活性污泥工艺:中国, CN 1887738A. 2008-07-02
    [16] Duan Yun, Yue Xiuping, Li Yaxin, et al. The performance of adsorption characteristic in adsorption-biodegradation anaerobic sequencing batch reactor. Journal of Biotechnology, 2010, 150(S):240
    [17] 端允, 岳秀萍, 李亚新, 等. 吸附-降解厌氧序批式反应器初期吸附特性的研究. 太原理工大学学报, 2010, 41(2):127-130 Duan Yun, Yue Xiuping, Li Yaxin, et al. The study of initial adsorption characteristic in adsorption-biodegradation anaerobic sequencing batch reactor. Journal of Taiyuan University of Technology, 2010, 41(2):127-130(in Chinese)
    [18] 刘晓强, 李亚新. AB法污水处理工艺. 科技情报开发与济, 2005, 15(16):124-126 Liu Xiaoqiang, Li Yaxin. AB process for wastewater treatment. Sci/Tech Information Development & Economy, 2005, 15(16):124-126(in Chinese)
    [19] Duan Yun, Li Yaxin, Yue Xiuping, et al. Determination of the optimal adsorption time in adsorption-biodegradation anaerobic sequencing batch reactor//The 3rd International Conference on Bioinformatics and Biomedical Engineering (iCBBE 2009). Beijing:IEEE, 2009:11-13
    [20] 端允. 甲烷菌优化吸附-生物降解厌氧序批式反应器(AB-ASBR)的研究. 太原:太原理工大学博士学位论文, 2010 Duan Yun. Methanogen populations optimized adsorption-biodegradation anaerobic sequencing batch reactor. Taiyuan:Doctor Dissertation of Taiyuan University of Technology, 2010(in Chinese)
    [21] 李培. 吸附-生物降解厌氧序批式反应器(AB-ASBR)处理高浓度有机废水的研究. 太原:太原理工大学硕士学位论文, 2010 Li Pei. The adsorption-biodegradation anaerobic sequencing batch reactor (AB-ASBR) to process the high organic concentration waste research. Taiyuan:Master Dissertation of Taiyuan University of Technology, 2010(in Chinese)
    [22] 徐宏英. 厌氧颗粒污泥的吸附特性及工程应. 北京:化学工业出版社, 2012:118
    [23] 杨秀山, 李军, 田沈, 等. 固定化甲烷八叠球菌及处理高浓度有机废水研究. 环境科学学报, 2003, 23(2):282-284 Yang Xiushan, Li Jun, Tian Shen, et al. Immobilization method of methanosarcina and strength wastewater treatment with immobilized Methanosarcina. Acta Scientiae Circumstantiae, 2003, 23(2):282-284(in Chinese)
  • 加载中
WeChat 点击查看大图
计量
  • 文章访问数:  1850
  • HTML全文浏览数:  1448
  • PDF下载数:  486
  • 施引文献:  0
出版历程
  • 收稿日期:  2015-03-08
  • 刊出日期:  2016-03-18
王慧礼, 李晋, 李啸乾, 岳秀萍, 端允. AB-ASBR工艺处理高浓度有机物废水的优化运行[J]. 环境工程学报, 2016, 10(3): 1159-1164. doi: 10.12030/j.cjee.20160325
引用本文: 王慧礼, 李晋, 李啸乾, 岳秀萍, 端允. AB-ASBR工艺处理高浓度有机物废水的优化运行[J]. 环境工程学报, 2016, 10(3): 1159-1164. doi: 10.12030/j.cjee.20160325
shu
Wang Huili, Li Jin, Li Xiaoqian, Yue Xiuping, Duan Yun. Optimal operation of high concentration organic wastewater treatment with AB-ASBR[J]. Chinese Journal of Environmental Engineering, 2016, 10(3): 1159-1164. doi: 10.12030/j.cjee.20160325
Citation: Wang Huili, Li Jin, Li Xiaoqian, Yue Xiuping, Duan Yun. Optimal operation of high concentration organic wastewater treatment with AB-ASBR[J]. Chinese Journal of Environmental Engineering, 2016, 10(3): 1159-1164. doi: 10.12030/j.cjee.20160325
shu

AB-ASBR工艺处理高浓度有机物废水的优化运行

  • 1. 太原理工大学环境科学与工程学院, 太原 030024
  • 收稿日期:  2015-03-08
基金项目:

国家自然科学基金资助项目(51378330)

山西省自然科学基金资助项目(2013011040-2)

山西省留学回国人员基金资助项目(2012-034)

摘要: 以人工模拟废水,采用高径比(H/D)为1.9吸附-生物降解厌氧序批式反应器(AB-ASBR)对A反应器进水期、再生期,B反应器反应期的搅拌频率以及絮凝剂聚丙烯酰胺(PAM)的投加量等参数进行了优化。进水浓度从7000 mg/L提高到10000 mg/L时反应器运行稳定,厌氧条件下出水浓度低于100 mg/L,达到国家污水排放二级标准(GB 8978-2002)。优化后运行参数为:A反应器吸附期搅拌频率为20 s/(2 min)、B反应器反应期搅拌频率为7 min/h、A反应器闲置期搅拌频为4 min/h、絮凝剂投加量为15 mg/L。

English Abstract

    全文HTML

参考文献 (23)

返回顶部

目录

/

返回文章
返回

Copyright © 2019 中国科学院生态环境研究中心