School of Civil and Environmental Engineering, Ningbo University, Ningbo, People's Republic of China.
College of Materials Science and Engineering, Zhejiang University of Technology, Hangzhou, People's Republic of China.
Environ Technol. 2023 Sep;44(22):3317-3330. doi: 10.1080/09593330.2022.2057236. Epub 2022 Mar 31.
Conventional bioretention filters lack satisfactory performance in nitrogen removal. In this study, we used a mixture of cultivated soil and river sand as the bioretention filter to remove nitrogen pollutants from simulated rainwater runoff. To improve its permeability and nitrogen removal performance, both activated carbon and ceramsite were used as additives. The nitrogen removal processes and its mass accumulation in the modified bioretention filters were studied. The contribution of adsorption and biotransformation processes, together with the effects of percolate rate on nitrogen removal performance was explored. The results showed that an activated carbon layer in the bioretention filters could obviously improve nitrogen removal efficiencies, but its location made no significant difference in nitrogen removal performance. Bioretention filters modified with 20% of ceramsite could achieve the optimal percolate rate and nitrogen removal efficiencies. At given conditions, the average removal efficiencies of ammonium nitrogen (NH-N), nitrate-nitrogen (NO-N), and total nitrogen (TN) by the modified bioretention filter reached 80.27%, 41.48%, and 59.45%, respectively. During the leaching processes, organic nitrogen originated in the filter materials can be mineralised into NH-N, then be denitrified and completely removed in the anaerobic environment under flooding conditions. Biotransformation in the modified bioretention filters caused a reduction of NH-N removal efficiency by 15.41% and an increase of NO-N removal efficiency by 31.03%. The modified bioretention filter can withstand a long-term operation. Compared with NO-N and TN, the pollutant of NH-N in rainwater runoff is not easy to form a mass accumulation in the modified bioretention filter. The modified bioretention filter showed high percolation rate and nitrogen removal.Hydraulic residence time is a critical design parameter to achieve nitrogen removal.NH-N is not easy to form a mass accumulation in the filler media as NO-N.Biodegradation increased NO-N removal efficiency by 31.03% at given conditions.
传统的生物滞留过滤器在去除氮方面表现不佳。在这项研究中,我们使用栽培土和河沙的混合物作为生物滞留过滤器,以去除模拟雨水径流中的氮污染物。为了提高其渗透性和氮去除性能,同时使用活性炭和陶粒作为添加剂。研究了改性生物滞留过滤器中氮的去除过程及其质量积累。探讨了吸附和生物转化过程的贡献,以及渗滤速率对氮去除性能的影响。结果表明,生物滞留过滤器中的活性炭层可以明显提高氮去除效率,但位置对氮去除性能没有显著影响。用 20%的陶粒改性的生物滞留过滤器可以达到最佳的渗滤速率和氮去除效率。在给定条件下,改性生物滞留过滤器对铵氮(NH-N)、硝酸盐氮(NO-N)和总氮(TN)的平均去除效率分别达到 80.27%、41.48%和 59.45%。在淋滤过程中,过滤材料中有机氮可以矿化为 NH-N,然后在淹没条件下的厌氧环境中被反硝化并完全去除。改性生物滞留过滤器中的生物转化导致 NH-N去除效率降低 15.41%,NO-N去除效率提高 31.03%。改性生物滞留过滤器可以承受长期运行。与 NO-N 和 TN 相比,雨水径流中 NH-N 污染物不易在改性生物滞留过滤器中形成质量积累。改性生物滞留过滤器具有较高的渗滤速率和氮去除效率。水力停留时间是实现氮去除的关键设计参数。NH-N 不易在填料介质中形成质量积累,而 NO-N 则容易形成。在给定条件下,生物降解使 NO-N 的去除效率提高了 31.03%。