Cecchetti Aidan R, Stiegler Angela N, Graham Katherine E, Sedlak David L
Department of Civil and Environmental Engineering, University of California, Berkeley, CA, 94720, USA.
US National Science Foundation Engineering Research Center (ERC) for Re-Inventing the Nation's Urban Water Infrastructure (ReNUWIt), USA.
Water Res X. 2020 Apr 14;7:100052. doi: 10.1016/j.wroa.2020.100052. eCollection 2020 May 1.
Municipal wastewater treatment plants in coastal areas are facing numerous challenges, including the need to provide a cost-effective approach for removing nutrients and trace organic contaminants from wastewater, as well as adapting to the effects of climate change. The horizontal levee is a multi-benefit response to these issues that consists of a sloped subsurface treatment wetland built between a coastal levee and tidal marshes. The wetland attenuates storm surges and can provide space for wetland transgression to higher elevations as sea levels rise, while simultaneously removing contaminants from treated wastewater effluent. To assess the ability of the horizontal levee to improve water quality and to identify optimal operating conditions, a 0.7-ha experimental system was studied over a two-year period. The removal of nitrate and trace organic contaminants was particularly sensitive to hydrology; rapid and near complete removal (>97%) of these contaminants was observed in water flowing through the subsurface, whereas surface flows did not exhibit measurable contaminant removal. Removal of F+ coliphage also appeared to be sensitive to hydrology, with up to 99% removal of these indicator viruses in subsurface flow. For phosphate, removal was not as sensitive to hydrology, but significant removal (>83%) was still observed when overland flow was eliminated. Although removal of contaminants did not appear to be sensitive to other design considerations, parameters such as soil texture and planting regimes affected the maximum subsurface flows, which in turn controlled contaminant mass loadings. Rapid subsurface removal of contaminants suggests that water quality benefits of these systems are limited by physical constraints (i.e., the ability of the system to maintain subsurface flow) and not chemical or biological conditions in the subsurface.
沿海地区的城市污水处理厂面临着诸多挑战,包括需要提供一种经济高效的方法来去除废水中的营养物质和微量有机污染物,以及适应气候变化的影响。水平堤坝是针对这些问题的一种具有多重效益的应对措施,它由一个建于沿海堤坝和潮汐沼泽之间的倾斜地下处理湿地组成。该湿地可减弱风暴潮,并能在海平面上升时为湿地向更高海拔的海侵提供空间,同时从经处理的废水排放物中去除污染物。为了评估水平堤坝改善水质的能力并确定最佳运行条件,在两年时间内对一个0.7公顷的实验系统进行了研究。硝酸盐和微量有机污染物的去除对水文条件尤为敏感;在流经地下的水流中观察到这些污染物能快速且近乎完全去除(>97%),而地表水流则未表现出可测量的污染物去除效果。F+噬菌体的去除似乎也对水文条件敏感,在地下水流中这些指示病毒的去除率高达99%。对于磷酸盐,去除对水文条件不太敏感,但在消除坡面流时仍观察到显著去除(>83%)。尽管污染物的去除似乎对其他设计因素不敏感,但诸如土壤质地和种植方式等参数会影响最大地下水流,进而控制污染物的质量负荷。污染物在地下的快速去除表明,这些系统的水质效益受物理限制(即系统维持地下水流的能力)而非地下的化学或生物条件限制。