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接触氧化技术在公园景观水体功能恢复中的运用试验研究
引用本文:王立军,刘国才,黄继国,李跃迁,丛颖,沈照理,赵晓波.接触氧化技术在公园景观水体功能恢复中的运用试验研究[J].吉林大学学报(地球科学版),2006,36(3):458-461.
作者姓名:王立军  刘国才  黄继国  李跃迁  丛颖  沈照理  赵晓波
作者单位:1.中国地质大学 水资源与环境学院,北京 100083;2.东北市政设计研究院,长春 130062;3.吉林大学 环境与资源学院,长春 130026
基金项目:国家自然科学基金项目(40372113)
摘    要:通过自行设计加工的试验装置,进行生物接触氧化技术在景观水体功能恢复中的试验研究。待处理的景观水体ρ(CODCr)为25~35 mg/L,ρ(NH3-N)为2.2~3 mg/L,ρ(TP)为0.55~0.85 mg/L,有机负荷低,且水质变化幅度大。试验结果表明,在合适的运行参数下,生物接触氧化技术可以使经过处理的景观水体的ρ(CODCr)、ρ(NH3-N)、ρ(TP)分别降至14.62 mg/L、0.26 mg/L、0.19 mg/L,满足地表水Ⅲ类水质标准,达到景观水体水质要求。

关 键 词:生物接触氧化技术  景观水体  最佳曝气量  最佳水力停留时间  最佳气水比  
文章编号:1671-5888(2006)03-0458-04
收稿时间:2005-11-29
修稿时间:2005年11月29日

Examination and Study of Catalytic Oxidation in Sight Water Resumption
WANG Li-jun,LIU Guo-cai,HUANG Ji-guo,LI Yue-qian,CONG Ying,SHEN Zhao-li,ZHAO Xiao-bo.Examination and Study of Catalytic Oxidation in Sight Water Resumption[J].Journal of Jilin Unviersity:Earth Science Edition,2006,36(3):458-461.
Authors:WANG Li-jun  LIU Guo-cai  HUANG Ji-guo  LI Yue-qian  CONG Ying  SHEN Zhao-li  ZHAO Xiao-bo
Institution:1.School of Water Resources and Environmental Science, China University of Geosciences, Beijing 100083,China;2.China Northeast Municipal Engineering and Research Institute, Changchun 130021, China;3. College of Environment and Resources, Jilin University, Changchun 130026,China
Abstract:The experimental research about application of catalytic oxidation in sight water resumption has been carried out through our own test device. The slight water to be disposed has low organic capacity with large range of water quality and the concentration of CODCris in the range of 25-35 mg/L and 2.2-3 mg/L for NH3-N and 0.55-0.85 mg/L for TP respectively. The experimental results show that at the suitable operating conditions biological catalytic oxidation could lower the concentration of CODCr, NH3-N and TP to be 14.62 mg/L,0.26 mg/L,0.19 mg/L respectively to high extent, which is lower than the standard of Ⅲ class water quality and can meet the need of sight water.
Keywords:biological catalytic oxidation  sight water  optimal aeration quantity  optimal water power standing time  optimal gas-water ratio
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