• 综合性科技类中文核心期刊
    • 中国科技论文统计源期刊
    • 中国科学引文数据库来源期刊
    • 中国学术期刊文摘数据库(核心版)来源期刊
    • 中国学术期刊综合评价数据库来源期刊

两段曝气生物滤池处理生活污水的净化效能

王春荣, 李军, 王宝贞, 张国柱

王春荣, 李军, 王宝贞, 张国柱. 两段曝气生物滤池处理生活污水的净化效能[J]. 北京工业大学学报, 2006, 32(12): 1071-1076.
引用本文: 王春荣, 李军, 王宝贞, 张国柱. 两段曝气生物滤池处理生活污水的净化效能[J]. 北京工业大学学报, 2006, 32(12): 1071-1076.
WANG Chun-rong, LI Jun, WANG Bao-zhen, ZHANG Guo-zhu. Experimental Two-stage Biological Aerated Filter for Domestic Wastewater Treatment[J]. Journal of Beijing University of Technology, 2006, 32(12): 1071-1076.
Citation: WANG Chun-rong, LI Jun, WANG Bao-zhen, ZHANG Guo-zhu. Experimental Two-stage Biological Aerated Filter for Domestic Wastewater Treatment[J]. Journal of Beijing University of Technology, 2006, 32(12): 1071-1076.

两段曝气生物滤池处理生活污水的净化效能

基金项目: 

国家自然科学基金资助(50678008)

北京市自然科学基金资助(8052005)

北京市科技新星计划项目资助(9558100800)

详细信息
    作者简介:

    王春荣(1978-),女,内蒙古赤峰人,讲师.

  • 中图分类号: X701.1

Experimental Two-stage Biological Aerated Filter for Domestic Wastewater Treatment

  • 摘要: 采用两段曝气生物滤池进行了生活污水的试验研究,A段反应器进水负荷分别控制在9.17、15.59和22.01 m3/(m2·d),气水体积比为6∶1;B段反应器气水体积比控制在2∶1,温度在18~20℃.经过近3个月的试验运行,结果表明:在稳态运行条件下,该系统出水稳定优质ρsCOD<30 mg/L,ρNH3-N<4.0 mg/L,ρSS<10 mg/L,无色无味透明),做进一步的消毒处理后可作生活杂用水.而在负荷变化及实施反冲洗等非稳态条件下,系统出水的sCOD、氨氮、TN和TP出水质量浓度仍保持较低值.试验表明,要维持两段BAF系统持续稳定运行,预处理、适当的反冲洗强度和良好的启动条件是必要的.
    Abstract: Two-stage biological aerated filter was used for domestic wastewater treatment. The hydraulic loading rate of A-stage limited to 9.17 m3/(m2·d),15.59 m3/(m2·d) and 22.01 m3/(m2·d) respectively and the ratio of air to water was 6 to 1,while the mtio of air to water was 2 to 1 at B-stage,and temperature was kept in the range of 18~20 ℃ throughout the experiment.After 3-month operation,the rosult shows that stable and advanced effluent with the results of sCOD<30 mg/L,NH3-N<4.0 mg/L,SS<10 mg/L at steady state has been abtained,and the chlorinated effluent well meets the quality standards of water reused for toilet flushing,street flushing,fire fighting and urban greening;Meanwhile,the sCOD,ammonium,total nitrogen and total phosphorous of the effluant also has been kept at lower level under the condition of non-steady state such as loading rate adjustment or backwashing.Moreover,it is to maintain a stable operation of the BAF system,pre-treatment,suitable backwashing rate and good start-up conditions are quite necessary.
  • [1]

    PUJOL R,HAMON M.Biofilters:flexible,reliable biological reactors[J].Wat.Sci.Tech,1994,29(10-11):33-39.

    [2]

    PUJOL R.Process improvements for upflow submerged biofilters[J].Water 21,2000(4):25-29.

    [3]

    REBECCA M,JOANNE Q,STEPHENSON T.The effects of media size on the performance of biological aerated filters[J].Water Research,2001,35(10):2514-2522.

    [4]

    PUXNZVA N,PAYRAUDEAU M,THORNBERG D.Simultaneous nitrification and denitrification in biofilters with realtime aeration control[J].Wat.Sci.Tech,2001,43(1):269-276.

    [5] 田文华,文湘华,钱易.沸石滤料曝气生物滤池去除COD和氨氮[J].中国给水排水,2002,18(12):13-15.TIAN Wen-hua,WEN Xiang-hua,QIAN Yi.Use of zeolite medium biological aerated filter for removal of COD and ammo-nia nitrogen[J].China Water and Wastewater,2002,18(12):13-15.(in Chinese)
    [6] 肖文胜,徐文国,齐兵强.上流式曝气生物滤池处理城市污水[J].中国给水排水,2003,19(2):49-50.XIAO Wen-sheng,XU Wen-guo,QI Bing-qiang.Up-flow biological aerated filter for municipal wastewater treatment[J].China Water and Wastewater,2003,19(2):49-50.(in Chinese)
    [7] 乔晓时,许云闳,全燮.Biofor曝气生物滤池用于城市污水处理[J].中国给水排水,2004,20(7):83-85.QIAO Xiao-Shi,XU Yun-hong,QUAN Xie.Biofor aerated bio-filter process for municipal wastewater treatment[J].ChinaWater and Wastewater,2004,20(7):83-85.(in Chinese)
    [8]

    RITTAMANN B E,MCCARTY P L.Evaluation of steady-state biofilm kinetics[J].Biotechnol Bioeng,1980,22:2359-2373.

计量
  • 文章访问数:  5
  • HTML全文浏览量:  0
  • PDF下载量:  4
  • 被引次数: 0
出版历程
  • 收稿日期:  2005-09-29
  • 网络出版日期:  2022-12-29

目录

    /

    返回文章
    返回