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Utilizing Horizontal Directional Drilling to Deal with Deep Scour and Severe Environmental Restrictions in a 1700-foot River Crossing

机译:利用水平定向钻井应对1700英尺河道中的深冲和严重的环境限制

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The Santa Margarita River Crossing is part of a design-build project to replace or update three sewage pump stations and replace their associated forcemains within the Santa Margarita River watershed of the Marine Corps Base at Camp Pendleton (MCBCP) in San Diego County, California. It was determined that the portion of the sewer force main which originally hung from the Stuart Mesa Road bridge across the Santa Margarita River was ideal as a trenchless crossing and could be bored utilizing horizontal directional drilling (HDD). The existing geology and available data were reviewed and an exploration and laboratory-testing program was developed for geotechnical design of the HDD alignment.rnScour was critical for the 100-year flood event, dictating the sewer be installed about 50 feet below the streambed. The sewer force main consisted of an 18-inch diameter HDPE pipe installed within a 28-inch diameter HDPE casing in a 42-inch diameter borehole.rnThe HDD design was performed to evaluate the stability and the potential of a collapse of the drilled hole during the HDD installation, as well as the effect of a "frac-out" during HDD installation.rnThere were several environmental challenges associated with this project including: Army Corps permitting; U.S. Fish & Wildlife approvals; schedule restrictions including installation of the pipeline under the river during late fall, but before winter rains; construction and seasonal restrictions within occupied California gnatcatcher and Riparian habitats; Drilling Mud Controls and Frac-out Avoidance Procedures; use of measures to protect the tidewater goby and aquatic habitat at the Santa Margarita River; and minimization of disturbance to wetlands and other waters of the U.S.rnThe horizontal directional drill was successfully completed in November 2006.rnThis paper will discuss the environmental, geotechnical, stream-bed hydrologic and permitting challenges that led to the design and construction decisions for this important component of Camp Pendleton's wastewater infrastructure.
机译:圣玛格丽塔河渡口是一个设计建造项目的一部分,该项目将替换或更新三个污水泵站,并替换加利福尼亚州圣地亚哥县彭德尔顿营海军陆战队基地的圣玛格丽塔河流域内的相关部队总管。已经确定,最初悬挂在横跨圣玛格丽塔河的Stuart Mesa公路桥梁上的下水道主管部分是理想的无as沟渠交叉口,可以利用水平定向钻探(HDD)进行钻孔。审查了现有的地质和可用数据,并开发了HDD路线的岩土设计的勘探和实验室测试程序.rnScour对于100年的洪水事件至关重要,要求将下水道安装在河床下方约50英尺处。下水道的总管由一根直径18英寸的HDPE管组成,该管道安装在一个直径为42英寸的钻孔中的直径为28英寸的HDPE套管内.rn进行了HDD设计,以评估钻孔过程中钻孔的稳定性和塌陷的可能性HDD安装以及HDD安装过程中“碎片”的影响。该项目存在一些与环境相关的挑战,包括:陆军允许;美国鱼类和野生动物批准;进度限制,包括在深秋时节,但在冬天下雨之前在河下安装管道;在加利福尼亚被占领的捕食者和河岸栖息地内进行施工和季节性限制;钻井泥浆控制和压裂避免规程;使用措施保护圣玛格丽塔河的潮水虾虎鱼和水生生境;最大限度地减少对美国湿地和其他水域的干扰rn水平定向钻机已于2006年11月成功完成。rn本文将讨论环境,岩土,河床水文和许可方面的挑战,这些挑战导致了针对这一重要问题的设计和施工决策彭德尔顿营废水基础设施的组成部分。

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  • 来源
    《Pipelines 2008》|2008年|p.1-10|共10页
  • 会议地点 Atlanta GA(US)
  • 作者单位

    CDM, 1925 Palomar Oaks Way, Suite 300, Carlsbad, California 92008, Phone (760) 438-7755 Fax (760) 438-7411 email: ShumakerSF@CDM.com;

    rnCDM, 1925 Palomar Oaks Way, Suite 300, Carlsbad, California 92008, Phone (760) 438-7755 Fax (760) 438-7411 email: HowardLA@CDM.com;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 管道运输;
  • 关键词

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