朱兆亮, 曹相生, 李冬, 孟雪征, 张杰. 竖流式溶气气浮池提高二级出水水质的研究[J]. 北京工业大学学报, 2009, 35(11): 1532-1536.
    引用本文: 朱兆亮, 曹相生, 李冬, 孟雪征, 张杰. 竖流式溶气气浮池提高二级出水水质的研究[J]. 北京工业大学学报, 2009, 35(11): 1532-1536.
    ZHU Zhao-liang, CAO Xiang-sheng, LI Dong, MENG Xue-zheng, ZHANG Jie. Study on Vertical Dissolved Air Flotation Tank to Improve Secondary Effluent of Wastewater Treatment Plant[J]. Journal of Beijing University of Technology, 2009, 35(11): 1532-1536.
    Citation: ZHU Zhao-liang, CAO Xiang-sheng, LI Dong, MENG Xue-zheng, ZHANG Jie. Study on Vertical Dissolved Air Flotation Tank to Improve Secondary Effluent of Wastewater Treatment Plant[J]. Journal of Beijing University of Technology, 2009, 35(11): 1532-1536.

    竖流式溶气气浮池提高二级出水水质的研究

    Study on Vertical Dissolved Air Flotation Tank to Improve Secondary Effluent of Wastewater Treatment Plant

    • 摘要: 溶气气浮技术对二级出水中的胶体粒子和微生物碎片等杂质具有很好的去除优势.试验通过小试装置优化了气浮预处理条件.适宜的絮凝条件是:采用三级搅拌,搅拌强度为50/30/20 s-1,反应停留时间为20 min.试验结果表明:溶气气浮池对二级出水中的COD、浊度等指标的去除效率随着聚合氯化铝的投加量增加而提高,而且对不同的进水水质具有较好的抗冲击能力,出水水质能满足城市污水一级排放标准(GB/T18918—2002)和城市杂用水水质标准(GB/T18920—2002);当气浮池表面负荷达到12.7 m3/(m2.h),停留时间缩短到10 min,浊度、COD、TP去除率分别提高到43%、42%、27%;另外,竖流式溶气气浮池分离区高度对出水质量有一定影响,增加分离区高度有利于出水水质的提高,但会增加构筑物的投资.

       

      Abstract: Colloidal particle and microorganism fragment in secondary effluent are removed well by dissolved air flotation.The first, the flotation pretreatment conditions were tested and the results indicate that the flocculation conditions are three stirring levels, stirring strengths are 50/30/20 s-1 and reaction time is 20 minutes.The second, the removal efficiency of COD and turbidity were improved as the dosages of polyaluminium chloride (PAC) were increased, and the flotation tank has better ability of resistance to different influent load.The effluents reach Water Quality Standard for Urban miscellaneous Water Consumption (GB-T18920—2002) and Urban Wastewater discharge standards (GB-T18918—2002) .In the end, the test shows that the removal efficiency of turbidity, COD and TP were improved to 43%, 42% and 27% respectively when the surface load of flotation tank reached 12.7 m3/ (m2·h) , and the increasing height of separation zone is of advantage to effluent quality, but the invest of tank may be high.

       

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