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A History of Relief Well Use and Current Practices in the U.S. Army Corps of Engineers

机译:美国陆军工程兵团的救济井使用历史和现行做法

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An investigation into the practices regarding research of relief wells for pressure relief was conducted to ascertain the origins of the current state of practice within the U.S. Army Corps of Engineers (USACE). Relief well research was reviewed, emphasizing the history of experimentation, usage, and the current state of practice within USACE. The devastating flood of the Mississippi River in 1927 lead to a change in the levee profile along the lower Mississippi. High water nine years later during the 1937 flood gave witness to dangerous seepage conditions and large sand boil activity behind the newly rebuilt levee sections and demonstrated the need for a comprehensive underseepage research program for its control. Early research methods included physical models, well tank, field experiments, and electrical analogy studies. Starting in 1940, filter criteria and well screen compatibility were assessed based on Terzaghi's recommendations, and results from field and well tank experiments aligned well with this theory. Based on the conditions witnessed during the 1937 flood, field experimentation were conducted to assess the limitations and advantages of different well configurations. A case history from an emergency condition at Fort Peck Dam in 1942 showed that relief wells could be installed in emergency situations and were capable of providing immediate pressure relief. Responses from a 2016 survey of the USACE districts that have large inventories of installed relief wells further defined the current state of practice within USACE. A better understanding of where relief well research has been and what challenges face the levee or dam engineer will better focus future investigations into improving this widely used seepage remediation method.
机译:为了确定美国陆军工程兵团(USACE)当前的实践状态,对有关泄压井的研究实践进行了调查。对救济井的研究进行了回顾,着重强调了USACE中的实验历史,使用情况以及当前的实践状态。 1927年,密西西比河遭受毁灭性洪水,导致密西西比河下游的堤防轮廓发生了变化。九年后的1937年洪水,洪水泛滥,见证了危险的渗流条件和新近重建的堤坝段后的大沙沸腾活动,并证明了对其进行控制的全面渗流研究计划的必要性。早期的研究方法包括物理模型,油箱,野外实验和电气类比研究。从1940年开始,根据Terzaghi的建议评估了过滤器的标准和滤网的兼容性,现场和井罐实验的结果与该理论非常吻合。根据1937年洪水期间的情况,进行了野外试验,以评估不同井眼配置的局限性和优势。 1942年在佩克堡大坝发生紧急情况时的案例记录表明,可以在紧急情况下安装泄压井,并能够立即释放压力。 2016年对USACE地区已安装救灾井的大量库存的调查得出的回应进一步定义了USACE内部的当前实践状态。对救济井研究的去向以及堤坝或大坝工程师面临的挑战的更好理解将使未来的调查更好地集中在改进这种广泛使用的渗流修复方法上。

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