生态塘-人工湿地-生态塘复合系统对城市河水中氮的去除效果

    Nitrogen removal of urban river water by ecological pond-constructed wetland-ecological pond hybrid system

    • 摘要: 为对滇池流域重污染河流的治理探究出一套有效、实用污水处理方案,该试验通过中试规模的生态塘1—水平潜流人工湿地—生态塘2复合系统,在不同的水力停留时间(3 d,2 d,1 d)条件下对昆明市新运粮河水中氮的去除效果进行研究。研究表明:生态塘1和生态塘2对河水中氮的处理都能保持良好的效果,且稳定性高,抗负荷能力强,总体上要优于人工湿地。其中,生态塘1在高负荷条件下的除氮效果最好,起到了蓄洪池、沉淀池等综合作用;生态塘2的处理效果表现稳定,保证了最终出水的水质,起到了生态塘和景观池的双重功效,具有良好的处理效果和景观效益;人工湿地对氮的处理效果较差,抗负荷能力较弱。在HRT为3 d、2 d和1 d条件下,复合系统对总氮(TN)的去除率分别为39.39%、25.26%、19.62%,对NH3-N的去除率分别为51.98%、29.14%、21.18%;对TN的处理均达到了城镇污水处理厂污染物一级排放标准,对NH3-N的处理均达到了城镇污水处理厂污染物二级排放标准;1 d宜作为复合系统运行的最佳HRT参数。生态塘1-水平潜流人工湿地-生态塘2复合系统对城市河水中氮的处理效果显著,可选择作为有效治理滇池流域重污染河流的工艺之一。

       

      Abstract: In order to explore an effective and practical way of wastewater treatment for the management of heavy pollution rivers in Dianchi basin, a pilot scale of ecological pond1—horizontal subsurface flow constructed wetland —ecological pond2 (EP1—HSFCW—EP2) system was built to treat the river water of Xinyunliang river in Kunming city, and this hybrid system was operated under three different hydraulic retention time (HRT) of 1, 2, 3 days. The research indicated that EP1 and EP2 were better than HSFCW for their higher stability and stronger ability in the nitrogen treatment of river water. Among them, EP1 had the best nitrogen treatment effect in high load, played a comprehensive role of flood storage pool and sedimentation tank; EP2 was more stable in the nitrogen treatment and had a better treatment effect and landscape benefit, and could ensure the quality of final effluent water, achieved the double efficacy of EP and landscape pool. It should be considered to increase the size of HSFCW proportions due to the poorer nitrogen treatment effect of HSFCW in high load; When hybrid system operated under HRT of 3 days, 2 days and 1day, the removal rate of total nitrogen were 39.39%, 25.26% and 19.26%, and the removal rate of NH3-N were 51.98%, 29.14% and 21.18%, respectively, and all the total nitrogen removal were achieved the first class discharge standard of urban sewage treatment factory. All the NH3-N removal achieved the second class discharge standard of urban sewage treatment factory. It was suggested that 1 day should be taken as the optimal HRT parameter to this hybrid system. EP1—HSFCW—EP2 system is very efficacious in treating nitrogen of urban river, and can be one of the effective technologies for treating the heavy pollution rivers in Dianchi basin.

       

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