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利用张力计方法监测城市绿色基础设施的性能。

Monitoring the performance of urban green infrastructure using a tensiometer approach.

机构信息

One Water Solution Institute, Department of Civil and Environmental Engineering, Colorado State University. Fort Collins, CO 80523, United States of America.

U.S. EPA, Office of Research and Development (ORD), 2890 Woodbridge Ave. MS 104, Edison, NJ 08837-3679, United States of America.

出版信息

Sci Total Environ. 2019 Feb 15;651(Pt 2):2535-2545. doi: 10.1016/j.scitotenv.2018.10.120. Epub 2018 Oct 11.

Abstract

Little is known about how stormwater exfiltrates from green infrastructure and few efforts have been undertaken to address this question. This study used tensiometers to monitor water exfiltration from an aggregate-filled storage gallery installed under permeable pavement. An 80-space parking lot was built at Seitz elementary school in Fort Riley, KS under an agreement between EPA and US Army during the summer of 2015. A network of twelve tensiometers and twelve monitoring wells was installed under and south of the storage gallery. Tensiometers were installed a various depths and distances to monitor soil moisture tension. The installation was used to monitor subsurface water flow patterns from the storage gallery under the permeable pavement site. The results of the study showed that soil moisture tension is larger at the shallower depths, decreasing with depth from the ground surface. Larger soil tension was associated with increased distance from the permeable pavement storage gallery. The results showed exfiltration from both the sidewalls and the bottom of the gallery while the changes in soil tension were larger for the tensiometer monitoring exfiltration from the side walls. Both the accumulated water depth inside the storage gallery and groundwater level rise were positively correlated with total rainfall depth. The calculated vertical flow rate was larger than the horizontal flow. The soil water tension change associated with storage gallery exfiltration was measured in a radius of <5 m from the storage gallery. Long-term peak groundwater level rise should be considered for design of the storage gallery depth to maintain the effective exfiltration. Understanding the exfiltration pathways aids with the placement and design the storage gallery. Additional research is necessary to understand how specific local parameters and vadose zone characteristics would affect the long-term exfiltration process.

摘要

目前对于雨水如何从绿色基础设施渗出知之甚少,很少有研究致力于解决这个问题。本研究使用张力计监测安装在透水铺面下的集料填充储库的水渗出情况。2015 年夏天,EPA 和美国陆军根据协议在堪萨斯州莱利堡的 Seitz 小学建造了一个拥有 80 个车位的停车场。在储库下方和南侧安装了一个由 12 个张力计和 12 个监测井组成的网络。张力计安装在不同的深度和距离,以监测土壤水分张力。该安装用于监测透水铺面场地下储库的地下水流模式。研究结果表明,土壤水分张力在较浅的深度较大,从地面深度逐渐减小。较大的土壤张力与距透水铺面储库的距离增加有关。结果表明,渗出发生在侧壁和库底,而侧壁张力计监测的渗出引起的土壤张力变化更大。储库内的累积水深和地下水位上升均与总降雨量呈正相关。计算得出的垂直流速大于水平流速。与储库渗出相关的土壤水张力变化在距储库半径<5 m 的范围内进行了测量。应考虑长期峰值地下水位上升,以设计储库深度以维持有效渗出。了解渗出途径有助于储库的布置和设计。需要进一步研究如何特定的局部参数和包气带特征会影响长期渗出过程。

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