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Groundwater Remediation in Residential Areas Surrounding BRAC Sites

机译:BRAC站点周围居民区的地下水修复

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A full-scale iron permeable reactive barrier (PRB), composed of three segments, was constructed down to a depth of approximately 40 feet below ground surface (bgs) in an off-base residential area surrounding the former Kelly Air Force Base (AFB) in San Antonio, Texas. The PRB was designed to remediate trichloroethene (TCE)- and tetrachloroethene (PCE)-contaminated groundwa-ter so the groundwater would meet drinking water standards. The PRB was constructed by azimuth controlled vertical hydraulic fracturing (ACVHF) technology in a residential neighborhood with numerous subsurface and overhead utilities. All sections of the PRB were constructed to the design specifications of approximately 3 inches in thickness from a depth of approximately 20 feet to a total depth of 40 feet bgs. The ACVHF method of construction was chosen due to the existing utilities, the requirement to minimize disturbance to the neighborhood, and the constraints of the worksite (residential two-lane road). This article describes the construction challenges and logistics that had to be managed to satisfy site-specific constraints for installing an in situ PRB within a residential neighborhood as part of the overall site remediation strategy for the former Kelly AFB.
机译:在围绕前凯利空军基地(AFB)的一个基地外居民区中,建造了一个由三部分组成的全尺寸铁渗透反应屏障(PRB),其深度低至地面(bgs)下方约40英尺。在得克萨斯州圣安东尼奥市。 PRB旨在修复受三氯乙烯(TCE)和四氯乙烯(PCE)污染的地下水,使地下水达到饮用水标准。 PRB是通过方位角控制的垂直水力压裂(ACVHF)技术在一个拥有大量地下和高架公用设施的居民区建造的。 PRB的所有部分都按照大约3英寸的设计规格构造,从大约20英尺的深度到40英尺重的总深度。选择ACVHF的施工方法是因为现有的公用设施,最大限度地减少对邻域的干扰的要求以及工作场所(住宅两车道)的限制。本文介绍了在前居民区Kelly AFB进行整体场地整治策略的过程中,必须解决的建筑挑战和物流问题,以满足在住宅区内安装现场PRB的场地特定约束。

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