王淑莹, 白璐, 宋乾武, 邓彦君, 王之晖, 张玥. 低氧丝状菌污泥微膨胀节能方法[J]. 北京工业大学学报, 2006, 32(12): 1082-1086.
    引用本文: 王淑莹, 白璐, 宋乾武, 邓彦君, 王之晖, 张玥. 低氧丝状菌污泥微膨胀节能方法[J]. 北京工业大学学报, 2006, 32(12): 1082-1086.
    WANG Shu-ying, BAI Lu, SONG Qian-wu, DENG Yan-jun, WANG Zhi-hui, ZHANG Yue. Energy Saving Approach via Limited Filamentous Sludge Bulking Under Low DO Condition[J]. Journal of Beijing University of Technology, 2006, 32(12): 1082-1086.
    Citation: WANG Shu-ying, BAI Lu, SONG Qian-wu, DENG Yan-jun, WANG Zhi-hui, ZHANG Yue. Energy Saving Approach via Limited Filamentous Sludge Bulking Under Low DO Condition[J]. Journal of Beijing University of Technology, 2006, 32(12): 1082-1086.

    低氧丝状菌污泥微膨胀节能方法

    Energy Saving Approach via Limited Filamentous Sludge Bulking Under Low DO Condition

    • 摘要: 为了节省活性污泥法污水处理的运行费用,降低供氧能耗,通过小试试验研究低溶解氧丝状菌污泥微膨胀节能方法.采用缺氧/好氧(A/O)工艺处理实际生活污水,溶解氧ρDO维持在0.5~0.7 mg.L-1时,丝状菌污泥微膨胀状态可维持长期稳定,污泥容积指数在130~180 mL.g-1之间.低溶解氧丝状菌污泥微膨胀期间,沉淀池没有发生污泥流失,系统处理效果稳定.与ρDO=2.5 mg.L-1,污泥沉降性能良好时相比,出水变得更清澈,出水悬浮物ρSS低于5 mg.L-1;化学需氧量和总氮的去除率不受影响;在现有试验设备条件下,曝气量平均从0.75m3.h-1下降到0.28 m3.h-1,曝气量节约了60%.

       

      Abstract: In order to lower the cost of activated sludge wastewater treatment and reduce the energy of oxygen supply,energy saving approach via filamentous sludge bulking under low DO condition was studied by experiments.Real domestic wastewater was treated by A/O process.Limited filamentous sludge bulking stayed for a long time when ρDO was controlled as 0.5~0.7 mg·L-1.The value of Sludge Volume Index was between 130 mL·g-1 to 180 mL·g-1.ouring this period,the system worked well and didn't lose sludge from clarifier.Compared with the condition of ρDO=2.5 mg·L-1 and excellent sludge settleobility,the effluent was clearer.Suspended solids in effluent was less than 5 mg·L-1,COD and TN removal rate was nearly as the same as usual.Areation cmsumption decreased,from 0.75 m3·h-1 to 0.28 m3·h-1,and about 60% of it was saved.

       

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