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地下砾石湿地处理雨水径流的水文和水质性能。

Hydrologic and water quality performance of a subsurface gravel wetland treating stormwater runoff.

机构信息

Civil, Construction and Environmental Engineering, Marquette University, USA.

Civil, Construction and Environmental Engineering, Marquette University, USA.

出版信息

J Environ Manage. 2022 Nov 15;322:116120. doi: 10.1016/j.jenvman.2022.116120. Epub 2022 Sep 5.

Abstract

Subsurface gravel wetlands are an emerging type of green infrastructure that can be used to manage stormwater through the capture and slow release of runoff. They are unique to other types of green infrastructure in that they have a distinct fully saturated gravel layer below an occasionally saturated soil layer that influences pollutant removal processes. While they have been widely applied to treat wastewater, our understanding of their efficiency in treating stormwater with variable pollutant inputs is limited. To fill this gap, this study monitored the flow and water quality (total suspended solids, total nitrogen, total phosphorus, and chloride) in a subsurface gravel wetland in Oshkosh, Wisconsin at the influent, effluent, and in an observation well. Results from nine storm events indicated that the wetland had a median volume reduction of 74% and a median peak flow reduction of 89%. The reduction in pollutant concentrations where highly dependent upon the influent concentration. Average reductions of total suspended solids, total nitrogen, and total phosphorus were 49%, -21% and -0.2%, respectively, indicating an increase in nutrients; however, where influent concentrations were above irreducible levels, total phosphorus was reduced by 45% (influent ≥0.25 mg/L) and total nitrogen was reduced by 38% (influent ≥2.5 mg/L). Overall, this study shows that the subsurface gravel wetland performed similar to other types of green infrastructure and could be a good management practice to mitigate the harmful effects of stormwater runoff.

摘要

地下砾石湿地是一种新兴的绿色基础设施,可以通过捕获和缓慢释放径流来管理雨水。它们与其他类型的绿色基础设施不同,因为它们具有独特的完全饱和砾石层,下面是偶尔饱和的土壤层,这影响了污染物去除过程。虽然它们已经被广泛应用于处理废水,但我们对它们处理具有可变污染物输入的雨水的效率的理解是有限的。为了填补这一空白,本研究在威斯康星州奥什科什的一个地下砾石湿地的进水口、出水口和观测井中监测了流量和水质(总悬浮固体、总氮、总磷和氯化物)。九个风暴事件的结果表明,湿地的体积减少了中位数 74%,峰值流量减少了中位数 89%。污染物浓度的降低高度依赖于进水浓度。总悬浮固体、总氮和总磷的平均去除率分别为 49%、-21%和-0.2%,表明营养物质增加;然而,当进水浓度高于不可减少的水平时,总磷减少了 45%(进水≥0.25 毫克/升),总氮减少了 38%(进水≥2.5 毫克/升)。总的来说,本研究表明地下砾石湿地的性能与其他类型的绿色基础设施相似,是减轻雨水径流的有害影响的一种很好的管理实践。

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