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RELIEF DRAIN HOLE CLEANING and DAM SAFTEY

机译:泄油孔清洁和大坝安全

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摘要

Though often neglected, Drain Hole Cleaning is a necessary maintenance item for thernprevention of hydrostatic uplift and pore pressure build-up within gravity block dams. Based onrnpublished information on dam safety, uplift in the form of hydrostatic forces, acting within arndam and its foundation, is a potential source of dam failure. In most gravity block dams, porernpressure dissipation is accomplished by a curtain of cored, vertical holes that extend into thernbedrock along the central core of the dam. However, where dams are constructed withinrncarbonate bedrock, the carbonates tend to precipitate sediment that can fill the drain hole, orrncrystallize, completely bridging the drain hole within generally high flow zones. If notrnaddressed, the resulting reduction in the effectiveness of the drain holes can permit anrnincrease in the hydrostatic pressures beneath the dam, thereby increasing the possibility ofrnuplift of the concrete structure. In many cases, the high costs associated with the cleaningrnprocess, and the lack of a quantitative method for evaluating the effectiveness of the cleaningrnprocesses, has caused many dam owners to put off the process year after year, until therneffectiveness of the drains may be impaired. Since the year 2000, several methods have beenrnquantitatively evaluated in an effort to provide a viable drain hole cleaning system. Therneffectiveness of the cleaning processes has been determined through a program of pre- andrnpost-testing that has been customized for each dam and its unique drainage system. Throughrnthe evaluation process, improved techniques for drain hole cleaning have been developed.rnThe pre- and post-cleaning evaluation process can be further utilized as a baseline to conductrnannual or bi-annual reevaluations. Those drain holes showing a marked reduction in flowrnduring annual pre-cleaning testing can then be scheduled for cleaning. Instead of 100% of therndrain holes requiring cleaning, only 5% to 10% of the drain holes may require attention in anyrngiven year, resulting in substantial cost savings.
机译:尽管经常被忽略,但排水孔清理是防止重力积水坝内静水压力升高和孔隙压力积聚的必要维护项目。根据已发布的有关大坝安全性的信息,在阿纳姆德及其基础内以静水力形式发生的隆起是大坝溃决的潜在原因。在大多数重力坝中,孔隙压力的消散是通过有芯的,垂直的孔的帘幕实现的,这些孔沿着坝的中心延伸到岩床中。但是,在碳酸盐岩基岩中建有水坝的地方,碳酸盐往往会沉淀出沉积物,这些沉积物会填满排水孔,使结晶物结晶,从而将排水孔完全桥接在一般高流量区域内。如果不解决,导致排水孔效率降低会导致坝下的静水压力增大,从而增加混凝土结构抬高的可能性。在许多情况下,与清洗过程相关的高成本,以及缺乏评估清洗过程有效性的定量方法,已导致许多大坝所有者年复一年地推迟该过程,直到排水管的有效性受到损害。自2000年以来,已经对几种方法进行了定量评估,以提供可行的排水孔清洁系统。清洁过程的效率是通过针对每个大坝及其独特的排水系统量身定制的前后测试程序确定的。通过评估过程,开发出了改进的排水孔清洁技术。清洁前和清洁后评估过程可以进一步用作进行年度或半年度重新评估的基准。然后,可以安排在年度预清洁测试期间流量明显减少的那些排水孔进行清洁。在任何一年中,可能只需要关注5%至10%的排水孔,而不是100%的排水孔需要清洁,因此可以节省大量成本。

著录项

  • 来源
    《Dam safety 2005》|2005年|1-10|共10页
  • 会议地点 New Orleans LA(US);New Orleans LA(US)
  • 作者

    William D. Spencer;

  • 作者单位

    AMEC Earth Environmental, Inc.rnNashville, Tennessee;

  • 会议组织
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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