Annis Water Resources Institute, Grand Valley State University, 740 W. Shoreline Drive, Muskegon, MI 49456, USA.
Int J Environ Res Public Health. 2018 Sep 25;15(10):2111. doi: 10.3390/ijerph15102111.
Reducing nonpoint source pollution is an ongoing challenge in watersheds throughout the world. Implementation of best management practices, both structural and nonstructural, is the usual response to this challenge, with the presumption that they are effective. However, monitoring of their efficacy is not a standard practice. In this study, we evaluate the effectiveness of two wetland restoration projects, designed to handle runoff during high flow events and serve as flow-through retention basins before returning flow further downstream. The Macatawa Watershed is located in west Michigan, is heavily agricultural, and drains into Lake Macatawa, a hypereutrophic lake with total phosphorus concentrations usually exceeding 100 µg/L. We measured turbidity, total phosphorus, and soluble reactive phosphorus both upstream and downstream of these wetland complexes during base flow and storm events. While both turbidity and phosphorus increased significantly during storm events compared to baseflow, we found no significant difference in upstream vs. downstream water quality two years following BMP construction. We also measured water quality in Lake Macatawa, and found the lake remained highly impaired. Possible reasons for the lack of improved water quality: (1) The restored wetlands are too young to function optimally in sediment and phosphorus retention; (2) the scale of these BMPs is too small given the overall loads; (3) the locations of these BMPs are not optimal in terms of pollutant reduction; and (4) the years following postconstruction were relatively dry so the wetlands had limited opportunity to retain pollutants. These possibilities are evaluated.
减少非点源污染是世界各地流域面临的持续挑战。通常采用最佳管理实践(包括结构性和非结构性措施)来应对这一挑战,假定这些措施是有效的。然而,对其效果的监测并非标准做法。在这项研究中,我们评估了两个湿地恢复项目的有效性,这些项目旨在处理高流量事件期间的径流,并作为下游进一步流动的透流滞留池。马卡塔瓦流域位于密歇根州西部,以农业为主,排入马卡塔瓦湖,该湖富营养化严重,总磷浓度通常超过 100 µg/L。我们在基流和风暴事件期间测量了这些湿地复合体上下游的浊度、总磷和可溶反应性磷。虽然与基流相比,浊度和磷在风暴事件中显著增加,但我们发现 BMP 建设两年后,上游和下游水质没有显著差异。我们还测量了马卡塔瓦湖的水质,发现湖水仍然高度受损。水质改善不足的可能原因包括:(1) 恢复的湿地太年轻,无法在沉积物和磷保留方面最佳发挥作用;(2) 鉴于整体负荷,这些 BMP 的规模太小;(3) 从减少污染物的角度来看,这些 BMP 的位置不理想;(4) 建设后几年相对干燥,因此湿地留住污染物的机会有限。对这些可能性进行了评估。