Nietch C T, Hawley R J, Safwat A, Christensen J R, Heberling M T, McManus J, McClatchey R, Lubbers H, Smucker N J, Onderak E, Macy S
US Environmental Protection Agency (USEPA) Office of Research and Development, Center for Environmental Measurement and Modeling, Cincinnati, Ohio.
Sustainable Streams, LLC, Louisville, Kentucky.
J Soil Water Conserv. 2024 May;79(3):113-131. doi: 10.2489/jswc.2024.00077.
The negative effects of nutrient pollution in streams, rivers, and downstream waterbodies remain widespread global problems. Understanding the cost-effectiveness of different strategies for mitigating nutrient pollution is critical to making informed decisions and defining expectations that best utilize limited resources, which is a research priority for the US Environmental Protection Agency. To this end, we modeled nutrient management practices including residue management, cover crops, filter strips, grassed waterways, constructed wetlands, and reducing fertilizer in the upper East Fork of the Little Miami River, an 892 km watershed in southwestern Ohio, United States. The watershed is 64% agriculture with 422 km of row crops contributing an estimated 71% of the system's nutrient load. The six practices were modeled to treat row crop area, and among them, constructed wetlands ranked highest for their low costs per kilogram of nutrient removed. To meet a 42% phosphorus (P) reduction target for row crops, the model results suggested that the runoff from 85.5% of the row crop area would need to be treated by the equivalent of 3.61 km of constructed wetlands at an estimated cost of US$2.4 million annually (or US$48.5 million over a 20-year life cycle). This prompted a series of projects designed to understand the feasibility (defined in terms of build, treatment, and cost potential) of retrofitting the system with the necessary extent of constructed wetlands. The practicalities of building this wetland coverage into the system, while leading to innovation in unit-level design, has highlighted the difficulty of achieving the nutrient reduction target with wetlands alone. Approximately US$1.2 million have been spent on constructing 0.032 km of wetlands thus far and a feasibility analysis suggests a cost of US$38 million for an additional 0.409 km. However, the combined expenditures would only achieve an estimated 13% of the required treatment. The results highlight the potential effectiveness of innovative design strategies for nutrient reduction and the importance of considering realistic field-scale build opportunities, which include accounting for acceptance among landowners, in watershed-scale nutrient reduction simulations using constructed wetlands.
溪流、河流及下游水体中营养物污染的负面影响仍是全球性普遍问题。了解不同营养物污染缓解策略的成本效益对于做出明智决策和明确如何最佳利用有限资源的预期至关重要,这是美国环境保护局的一项研究重点。为此,我们对美国俄亥俄州西南部一个892平方公里流域——小迈阿密河上东支流的营养物管理措施进行了建模,这些措施包括残茬管理、覆盖作物、过滤带、草皮水道、人工湿地以及减少化肥使用。该流域64%为农业用地,422公里的行栽作物贡献了系统中约71%的营养物负荷。对这六种措施进行建模以处理行栽作物区域,其中人工湿地去除每千克营养物的成本最低,排名最高。为实现行栽作物42%的磷减排目标,模型结果表明,85.5%的行栽作物区域的径流需要通过相当于3.61公里的人工湿地进行处理,估计每年成本为240万美元(或20年生命周期内4850万美元)。这促使开展了一系列项目,旨在了解用必要规模的人工湿地对该系统进行改造的可行性(从建设、处理和成本潜力方面定义)。将这种湿地覆盖纳入系统的实际操作虽然带来了单元级设计的创新,但也凸显了仅靠湿地实现营养物减排目标的困难。到目前为止,已花费约120万美元建设了0.032公里的湿地,可行性分析表明,再建设0.409公里的成本为3800万美元。然而,这些联合支出预计只能实现所需处理量的13%。结果突出了创新设计策略在营养物减排方面的潜在有效性,以及在使用人工湿地进行流域尺度营养物减排模拟时考虑实际田间规模建设机会的重要性,其中包括考虑土地所有者的接受程度。