铝污泥填料改良生物滞留池对径流污染的削减效果

Effect of aluminum sludge filler improved bioretention tank on runoff pollutant reduction

  • 摘要: 针对传统填料生物滞留池对氮、磷等污染物削减效果较差的问题,开展不同配比铝污泥填料改良生物滞留池研究。设置铝污泥与沸石配比为3∶2(低配比)和4∶1(高配比)填料的生物滞留池,研究其对高、中、低3种浓度模拟雨水的渗透性和去除效果。结果表明:与低配比铝污泥填料生物滞留池相比,高配比铝污泥填料生物滞留池的渗透性较强,且随着运行周期的增长,其渗透性下降较为缓慢,高配比铝污泥填料可提高生物滞留池的使用寿命;通过提高铝污泥填料配比,可以显著提升对高浓度雨水中污染物的去除效果,尤其是对TP的去除率可达89.0%,对COD、TN和NH3-N去除率可达62.4%、66.4%和68.0%;铝污泥配比高低对低浓度雨水的污染物去除效果无明显差异。

     

    Abstract: In view of the poor effect of traditional filler bioretention tank on the reduction of nitrogen, phosphorus and other pollutants, the study on improving the bioretention tank with different proportions of aluminum sludge filler was carried out. The bioretention tanks with aluminum sludge and zeolite ratio of 3:2 (low ratio) and 4:1 (high ratio) were set up to study the permeability and removal effect of simulated rainwater with high, medium and low concentrations. The results showed that compared with the low proportion aluminum sludge filler bioretention tank, the high proportion aluminum sludge filler bioretention tank had stronger permeability, and with the growth of the operation cycle, its permeability decreased slowly. The high proportion aluminum sludge filler could improve the service life of the bioretention tank; by increasing the aluminum sludge filler ratio, it could significantly improve the removal efficiency of pollutants of high concentration rainwater. Especially, the removal rates of TP, COD, TN and NH3-N could reach 89.0%, 62.4%, 66.4% and 68.0%, respectively. There was no significant difference in the removal efficiency of low concentration rainwater pollutants by high or low aluminum sludge ratio.

     

/

返回文章
返回