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Unique Horizontal Drain Installation under a Building Using Pilot Tube Guided Auger Bore Methods

机译:独特的水平排水装置在建筑物下使用试验管引导螺旋钻孔方法

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This paper describes design and construction considerations for the pilot tube guided auger bore installation of one 10-inch diameter drain line and four 6-inch diameter horizontal drains under a critical FAA Air Traffic Control Facility with no interior access for construction. Key considerations included high water table in granular soils, limited work area around the building, and coordination around (and under) a critical infrastructure facility that operates continuously and cannot shut down. The facility was built on wetlands in the 1960s and expanded in the 70’s and 80’s with deeper subbasements and a larger 400’ by 400’ footprint. This facility has reoccurring problems with flooding in the basement areas, which houses critical equipment/electrical components. The original construction included waterproof membranes, sub-slab drain tile, and perimeter drains to allow dewatering under the basement structure. In the 1990s water ingress was observed in the basement and a groundwater management system of 7 vertical dewatering wells was installed around the perimeter of the facility. These wells worked effectively until 2010 when groundwater was again observed in areas of the basement. The existing vertical wells were subsequently upgraded with larger pumps/stainless steel screens and an additional vertical well was installed to mitigate water infiltration into the facility. These measures worked until 2014 when the wells were found to be heavily fouled with iron-fixing bacteria which resulted in lost efficiency. After significant study, a plan was developed that will provide redundancy of the system and groundwater protection for the building. This plan included installation of four horizontal wells under the existing building to augment the 8 vertical dewatering wells and installation of a 10-inch diameter drain line under the building to tie to a new pump station. Design and construction challenges are discussed in this paper.
机译:本文介绍了试验管引导螺旋钻孔的设计和施工考虑,在关键的FAA空中交通管制设施下的一个10英寸直径排水管和四个6英寸直径水平排水管,没有内部接入。关键考虑因素包括粒状土壤中的高水位,建筑物周围有限的工作区域,以及周围的协调(和下方)一个连续运行的关键基础设施设施,不能关闭。该设施在20世纪60年代的湿地上建造,并在70年代和80年代扩展,具有更深层次的小组和更大的400'占地面积。该设施在地下室地区的洪水中重新抵抗了洪水的问题,该区域包括关键设备/电气部件。原始结构包括防水膜,亚板漏极和周边排水管,以允许在地下室结构下脱水。在20世纪90年代,在地下室观察到水进入,并在设施的周边安装了7个垂直脱水井的地下水管理系统。当在地下室地区再次观察到地下水时,这些井有效地工作。现有的垂直井,随后用较大的泵/不锈钢屏幕和安装附加的垂直井,以减轻水渗入设施升级。这些措施在2014年之前工作,当井被发现受到铁固定细菌的严重污染,导致效率损失。经过重大研究,制定了一个计划,为建筑物的系统和地下水保护提供冗余。该计划包括在现有建筑物下安装四个水平井,以增加8个垂直脱水井和在建筑物下的10英寸直径排水管线安装,以便绑定到新的泵站。本文讨论了设计和施工挑战。

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