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下一代用于雨水径流处理的洼地设计:综合方法。

Next generation swale design for stormwater runoff treatment: A comprehensive approach.

机构信息

Department of Biological and Agricultural Engineering, North Carolina State University, Box 7625, Raleigh, NC, 27695, USA; Department of Environment-Water Resources, AECOM, 1600 Perimeter Park Dr, Suite 400, Morrisville, NC, 27560, USA.

Department of Civil, Environmental, and Natural Resources Engineering, Lulea University of Technology, Lulea, Sweden.

出版信息

J Environ Manage. 2021 Feb 1;279:111756. doi: 10.1016/j.jenvman.2020.111756. Epub 2020 Dec 23.

Abstract

Swales are the oldest and most common stormwater control measure for conveying and treating roadway runoff worldwide. Swales are also gaining popularity as part of stormwater treatment trains and as crucial elements in green infrastructure to build more resilient cities. To achieve higher pollutant reductions, swale alternatives with engineered media (bioswales) and wetland conditions (wet swales) are being tested. However, the available swale design guidance is primarily focused on hydraulic conveyance, overlooking their function as an important water quality treatment tool. The objective of this article is to provide science-based swale design guidance for treating targeted pollutants in stormwater runoff. This guidance is underpinned by a literature review. The results of this review suggest that well-maintained grass swales with check dams or infiltration swales are the best options for runoff volume reduction and removal of sediment and heavy metals. For nitrogen removal, wet swales are the most effective swale alternative. Bioswales are best for phosphorus and bacteria removal; both wet swales and bioswales can also treat heavy metals. Selection of a swale type depends on the site constraints, local climate, and available funding for design, construction, and operation. Appropriate siting, pre-design site investigations, and consideration of future maintenance during design are critical to successful long-term swale performance. Swale design recommendations based on a synthesis of the available research are provided, but actual design standards should be developed using local empirical data. Future research is necessary to identify optimal design parameters for all swale types, especially for wet swales.

摘要

边沟是全球范围内最古老、最常见的用于输送和处理道路径流的雨水控制措施。边沟作为雨水处理系统的一部分,以及建设更具弹性城市的绿色基础设施的关键元素,也越来越受欢迎。为了实现更高的污染物去除率,正在测试具有工程介质(生物边沟)和湿地条件(湿边沟)的替代边沟。然而,现有的边沟设计指南主要侧重于水力输送,而忽略了它们作为重要的水质处理工具的功能。本文的目的是为雨水径流中特定污染物的处理提供基于科学的边沟设计指南。该指南的基础是文献综述。综述的结果表明,维护良好的带挡水堰或渗滤边沟的草边沟是减少径流量和去除沉积物和重金属的最佳选择。对于氮的去除,湿边沟是最有效的边沟替代方案。生物边沟是去除磷和细菌的最佳选择;湿边沟和生物边沟都可以处理重金属。边沟类型的选择取决于场地限制、当地气候以及设计、施工和运营的可用资金。在设计过程中,适当的选址、预设计场地调查以及考虑未来维护对于成功的长期边沟性能至关重要。根据现有研究的综合,提供了边沟设计建议,但应使用当地经验数据制定实际设计标准。需要进一步研究以确定所有边沟类型的最佳设计参数,特别是湿边沟的设计参数。

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