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Predicting Spillway Failure

机译:预测溢洪道故障

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摘要

Scientists at the Hydraulic Laboratory of the U.S. Department of the Interior's Bureau of Reclamation completed a multi-year study intended to provide design information concerning uplift and structural collapse of spillway slabs with open offset joints or cracks. This data was needed for many aging facilities where cracks and joints open up. The use of risk-based processes for scheduling repairs is only as good as the data that is fed into the process. Designers had been using data from the 1970s and scaling it up, not knowing if the scaling procedures were entirely correct. In addition, there was no data available on the quantity of flow that could be expected for various specific crack and joint geometries.
机译:美国内政部垦殖局水力学实验室的科学家完成了一项为期多年的研究,旨在提供有关具有开放偏置节点或裂缝的溢洪道板的隆起和结构塌陷的设计信息。许多老化设施的裂缝和接缝处都需要使用此数据。使用基于风险的流程来安排维修时间仅与输入到流程中的数据一样好。设计人员一直在使用1970年代的数据并按比例放大,但不知道按比例缩放程序是否完全正确。另外,没有关于各种特定的裂缝和接缝几何形状可以预期的流量的数据。

著录项

  • 来源
    《Hydro review》 |2010年第7期|p.40-4380|共5页
  • 作者

    K. Warren Frizell;

  • 作者单位

    U.S. Department of the Interior's Bureau of Reclamation;

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  • 原文格式 PDF
  • 正文语种 eng
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