摘要
研究了不同BOD_5污泥负荷下多段多级AO工艺对污染物的处理效果。结果表明,BOD_5污泥负荷对多段多级AO工艺去除COD的影响很小,BOD_5污泥负荷在0.02~0.15 d^(-1)时,对COD都有很好的处理效果;BOD_5污泥负荷在0.02~0.15 d^(-1)时,BOD_5污泥负荷越高,多段多级AO工艺的除磷效果越好;BOD_5污泥负荷为0.05~0.10 d^(-1)时,对TN的处理效果较好。在实际工程应用中,BOD_5污泥负荷一般都小于0.1 d^(-1)。
This work had investigated the treatment efficiency of the multi-segment/multi-step AO process to pollutants under different BOD_5 loadings.The results indicated that, the COD achieved good treatment efficiency when BOD_5 sludge loading was in range from 0.02^0.15 d^(-1), and BOD_5 loadings in this range showed little influence on removal rate of multi-segment/multi-step AO process to COD. Better dephosphorization efficiency had been achieved at higher BOD_5 sludge loadings when BOD_5 ranged from 0.02~0.15 d^(-1). At meanwhile, better TN treatment efficiency had been obtained at a BOD_5 sludge loadings of 0.05~0.1 d^(-1). In engineering applications, the BOD5 sludge loadings is generally less than 0.10 d^(-1).
作者
邹仲勋
李祖鹏
刘胜军
石凤
陈阳
黄宇
Zou Zhongxun Li Zupeng Liu Shengjun Shi Feng Chen Yang Huang Yu(CSCEC Aecom Consultants Co., Ltd, Tianjin 300381, China)
出处
《水处理技术》
CAS
CSCD
北大核心
2016年第10期89-91,共3页
Technology of Water Treatment
基金
中建股份科技研发资助项目(CSCEC-2015-Z-25)