Prodanovic Veljko, Zhang Kefeng, Zheng Min, Hu Shihu, Hong Pei-Ying, Yuan Zhiguo, Deletic Ana
School of Civil and Environmental Engineering, UNSW Sydney, NSW 2052, Australia.
School of Civil and Environmental Engineering, UNSW Sydney, NSW 2052, Australia.
Sci Total Environ. 2023 Mar 10;863:160989. doi: 10.1016/j.scitotenv.2022.160989. Epub 2022 Dec 16.
The vegetated biofiltration systems (VBS), also known as bioretentions or rain gardens, are well-established technology for treatment of urban stormwater and recently greywater, offering multiple benefits to urban environments. However, the impact of high ammonium strength wastewater (60 mg/L) on the nitrification process in these systems is not well understood. Hence, a laboratory-based column study was conducted to uncover dominant nitrification mechanisms, based on the learnings from similar onsite wastewater treatment systems. The experimental columns tested the effect of contact time (filter media depth, 150 mm, 300 mm and 700 mm), media oxygenation (active and passive) and alkalinity/pH (marble chips 5 % weight), as well as optimal operational conditions (inflow loading, concentrations, and dissolved oxygen (DO)). All nitrogen species (NH, NO, NO), chemical oxygen demand (COD) and physical parameters (DO, pH, electrical conductivity) were monitored across seven events over thirteen weeks. The results show that dosing with 30 and 60 mg/L of NH resulted in 700 mm sand column depth to perform almost complete nitrification of NH to NO (< 90 %), while 300 mm designs achieved partial nitrification of NH to NO, likely due to limited contact time and inefficient nitrite oxidizing bacteria activity. Nitrification potential of all designs further supported that appropriate aerobic contact time is necessary for effective nitrification. Inflow concentration of NH and DO did not significantly impact nitrification performance, while reducing daily volume loading reduced NO and NO leaching. Active and passive aeration and alkalinity buffering did not positively affect ammonium removal. While there is a potential to apply both nitrification-denitrification and anammox processes to future VBS design, further understanding of aeration and alkalinity on microbially driven nitrification processes is needed.
植被生物过滤系统(VBS),也被称为生物滞留池或雨水花园,是一种成熟的处理城市雨水以及近期用于处理中水的技术,能为城市环境带来诸多益处。然而,高铵浓度废水(60毫克/升)对这些系统中硝化过程的影响尚不清楚。因此,基于类似现场废水处理系统的经验,开展了一项实验室柱试验研究,以揭示主要的硝化机制。实验柱测试了接触时间(滤料深度分别为150毫米、300毫米和700毫米)、介质充氧(主动和被动)、碱度/酸碱度(5%重量的大理石碎片)以及最佳运行条件(进水负荷、浓度和溶解氧(DO))的影响。在13周内的7次试验中,对所有氮形态(NH、NO、NO)、化学需氧量(COD)和物理参数(DO、pH值、电导率)进行了监测。结果表明,投加30毫克/升和60毫克/升的NH时,700毫米深的砂柱能使NH几乎完全硝化至NO(<90%),而300毫米的设计仅实现了NH部分硝化至NO,这可能是由于接触时间有限以及亚硝酸盐氧化细菌活性不足。所有设计的硝化潜力进一步表明,有效的硝化需要适当的好氧接触时间。NH的进水浓度和DO对硝化性能没有显著影响,而减少每日体积负荷可减少NO和NO的淋失。主动和被动曝气以及碱度缓冲对铵去除没有积极影响。虽然未来有可能将硝化反硝化和厌氧氨氧化工艺应用于VBS设计,但仍需要进一步了解曝气和碱度对微生物驱动的硝化过程的影响。