A2/O生物接触氧化工艺处理屠宰加工废水

高湘, 王智峰, 董宏宇, 甄卓文. A2/O生物接触氧化工艺处理屠宰加工废水[J]. 环境工程学报, 2015, 9(8): 3865-3870. doi: 10.12030/j.cjee.20150845
引用本文: 高湘, 王智峰, 董宏宇, 甄卓文. A2/O生物接触氧化工艺处理屠宰加工废水[J]. 环境工程学报, 2015, 9(8): 3865-3870. doi: 10.12030/j.cjee.20150845
Gao Xiang, Wang Zhifeng, Dong Hongyu, Zhen Zhuowen. Denitrification of slaughter-process wastewater with A2/O biological contact oxidation process[J]. Chinese Journal of Environmental Engineering, 2015, 9(8): 3865-3870. doi: 10.12030/j.cjee.20150845
Citation: Gao Xiang, Wang Zhifeng, Dong Hongyu, Zhen Zhuowen. Denitrification of slaughter-process wastewater with A2/O biological contact oxidation process[J]. Chinese Journal of Environmental Engineering, 2015, 9(8): 3865-3870. doi: 10.12030/j.cjee.20150845

A2/O生物接触氧化工艺处理屠宰加工废水

  • 基金项目:
  • 中图分类号: X703

Denitrification of slaughter-process wastewater with A2/O biological contact oxidation process

  • Fund Project:
  • 摘要: 采用A2/O生物接触氧化工艺处理屠宰加工废水,在实现有机物高效去除的前提下,对缺氧反硝化HRT、好氧硝化HRT、混合液回流比、溶解氧和进水氨氮负荷等因素对脱氮效果的影响进行了研究。结果表明,在好氧HRT和缺氧HRT分别为18 h和8 h,混合液回流比为200%,好氧柱内的DO为2.5~3.5 mg/L时,系统对氨氮和TN的平均去除率分别达到94%和68%以上。在原水氨氮负荷不超过0.109 kg/(m3·d)的情况下,出水水质均达到了广东省《水污染排放限值》(DB44/26-2001)第二时间段一级标准。
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  • [1] 付永胜, 朱杰. SBR工艺处理肉类加工废水脱氮最佳运行条件的选择. 水处理技术, 2005, 31(12): 67-71 Fu Yongsheng, Zhu Jie. Optimum operating conditions for nitrogen removal in the meat-processing wastewater by SBR process. Technology of Water Treatment, 2005, 31(12): 67-71 (in Chinese)
    [2] 刘艳娟, 朱百泉, 王守伟. 屠宰废水处理的工程实践. 中国给水排水, 2011, 27(8): 77-79 Liu Yanjuan, Zhu Baiquan, Wang Shouwei. Practice of slaughter-house wastewater treatment project. China Water & Wastewater, 2011, 27(8): 77-79 (in Chinese)
    [3] 刘威, 陈明辉, 尚金城. 改进型水解——接触氧化工艺在小型屠宰企业废水处理中的应用研究. 工业水处理, 2011, 31(1): 76-79 Liu Wei, Chen Minghui, Shang Jincheng. Study and application of modified hydrolytic-contact oxidization technology to the treatment of wastewater from small-scale slaughter enterprises. Industrial Water Treatment, 2011, 31(1): 76-79 (in Chinese)
    [4] 徐鹏, 张晓东, 朱乐辉. UASB-接触氧化工艺处理屠宰及肉类加工废水. 水处理技术, 2013,39(2): 123-126 Xu Peng, Zhang Xiaodong, Zhu Lehui. Treatment of slaughterhouse and meat processing wastewater by the UASB and contact oxidation. Technology of Water Treatment, 2013, 39(2): 123-126 (in Chinese)
    [5] Masse D. I., Masse L. Characterization of wastewater fromhog slaughterhouses in Eastern Canada and evaluation of their in-plant wastewater treatment systems. Canadian Agricultural Engineering, 2000, 42(3): 139-146
    [6] Buendía I. M., Fernández F. J., Villaseñor J., et al. Biodegradability of meat industry wastes under anaerobic and aerobic conditions. Water Research, 2008, 42(14): 3767-3774
    [7] 刘士军, 陈星, 宁晓磊, 等. UASB+A/O工艺 处理屠宰废水异常问题原因分析及解决办法探讨. 环境保护科学, 2010, 36(3): 31-34 Liu Shijun, Chen Xin, Ning Xiaolei, et al. Research on analysis and solutions of unusual problems for slaughter wastewater treatment by UASB+A/O process. Environmental Protection Science, 2010, 36(3): 31-34 (in Chinese)
    [8] 林晓利. SBR法处理屠宰废水氨氮升高原因分析及改进措施. 环境保护科学, 2007, 33(2): 29-30 Lin Xiaoli. Analysis on reasons of ammonia nitrogen rising in slaughter wastewater treatment by SBR and its improved measures. Environmental Protection Science, 2007, 33(2): 29-30 (in Chinese)
    [9] 国家环境保护总局《水和废水监测分析方法》编委会. 水和废水监测分析方法(第4版). 北京: 中国环境科学出版社, 2002
    [10] 娄金生, 谢水波, 何少华, 等. 生物脱氮除磷原理与应用. 长沙: 国防科技大学出版社, 2002
    [11] 郑义, 孟祥荣, 武剑, 等. A/O生物脱氮回流液中溶解氧影响因素的研究. 燃料与化工, 2003, 34(5): 263-265 Zheng Yi, Meng Xiangrong, Wu Jian, et al. Study on influence factor of dissolved oxygen in reflux in A/O biological denitrification process. Fuel & Chemical Processes, 2003, 34(5): 263-265 (in Chinese)
    [12] 彭永臻, 王晓莲, 王淑莹. A/O脱氮工艺影响因素及其控制策略的研究. 哈尔滨工业大学学报, 2005, 37(8): 1053-1057 Peng Yongzhen, Wang Xiaolian, Wang Shuying. Study on influence factors and control strategies of A/O nitrogen removal process. Journal of Harbin Institute of Technology, 2005, 37(8): 1053-1057 (in Chinese)
    [13] 陈旭良, 郑平, 金仁村, 等. pH和碱度对生物硝化影响的探讨. 浙江大学学报(农业与生命科学版), 2005, 31(6): 755-759 Chen Xuliang, Zheng Ping, Jin Rencun, et al. Effect of pH on nitrification. Journal of Zhejiang University (Agriculture & Life Sciences), 2005, 31(6): 755-759 (in Chinese)
    [14] 张智, 刘亚琴, 付斌, 等. DO和填料对多级A/O工艺同步硝化反硝化的影响. 中国给水排水, 2013, 29(17): 11-14 Zhang Zhi, Liu Yaqin, Fu Bin, et al. Effect of DO and fillers on simultaneous nitrification and denitrification in multistage A/O process. China Water & Wastewater, 2013, 29(17): 11-14 (in Chinese)
    [15] 付永胜. 屠宰加工废水生物脱氮工艺过程及动力学研究. 成都: 西南交通大学博士学位论文, 2005 Fu Yongsheng. Study on technological process and kinetics in the biological nitrogen removal of slaughter-process wastewater. Chengdu: Doctoral Dissertation of Southwest Jiaotong University, 2005 (in Chinese)
    [16] 吴昌永. A2/O工艺脱氮除磷及其优化控制的研究. 哈尔滨: 哈尔滨工业大学博士学位论文, 2010 Wu Changyong. Optimazation of biological nitrogen and phosphorus removal in A2/O wastewater treatment process. Harbin: Doctoral Dissertation of Harbin Institute of Technology, 2010 (in Chinese)
    [17] Jenicek P., Svehla P., Zabranska J., et al. Factors affecting nitrogen removal by nitritation/denitritation. Water Science and Technology, 2004, 49(5-6): 73-77
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出版历程
  • 收稿日期:  2014-07-07
  • 刊出日期:  2015-08-13
高湘, 王智峰, 董宏宇, 甄卓文. A2/O生物接触氧化工艺处理屠宰加工废水[J]. 环境工程学报, 2015, 9(8): 3865-3870. doi: 10.12030/j.cjee.20150845
引用本文: 高湘, 王智峰, 董宏宇, 甄卓文. A2/O生物接触氧化工艺处理屠宰加工废水[J]. 环境工程学报, 2015, 9(8): 3865-3870. doi: 10.12030/j.cjee.20150845
Gao Xiang, Wang Zhifeng, Dong Hongyu, Zhen Zhuowen. Denitrification of slaughter-process wastewater with A2/O biological contact oxidation process[J]. Chinese Journal of Environmental Engineering, 2015, 9(8): 3865-3870. doi: 10.12030/j.cjee.20150845
Citation: Gao Xiang, Wang Zhifeng, Dong Hongyu, Zhen Zhuowen. Denitrification of slaughter-process wastewater with A2/O biological contact oxidation process[J]. Chinese Journal of Environmental Engineering, 2015, 9(8): 3865-3870. doi: 10.12030/j.cjee.20150845

A2/O生物接触氧化工艺处理屠宰加工废水

  • 1. 西安建筑科技大学环境与市政工程学院, 西安 710055
  • 2. 新绿环保实业发展总公司, 江门 529100
基金项目:

摘要: 采用A2/O生物接触氧化工艺处理屠宰加工废水,在实现有机物高效去除的前提下,对缺氧反硝化HRT、好氧硝化HRT、混合液回流比、溶解氧和进水氨氮负荷等因素对脱氮效果的影响进行了研究。结果表明,在好氧HRT和缺氧HRT分别为18 h和8 h,混合液回流比为200%,好氧柱内的DO为2.5~3.5 mg/L时,系统对氨氮和TN的平均去除率分别达到94%和68%以上。在原水氨氮负荷不超过0.109 kg/(m3·d)的情况下,出水水质均达到了广东省《水污染排放限值》(DB44/26-2001)第二时间段一级标准。

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