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Wave action and the effects of the environment on sandbag dike performance.

机译:波浪作用和环境对沙袋堤防性能的影响。

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摘要

Winnipeg, Manitoba experiences annual flooding and has a history of major floods that have exceeded its permanent flood protection infrastructure. During these major flood events, sandbag dikes have been used to temporarily protect the community, with little knowledge of how they work. These dikes, like all flood fighting techniques have an inherent risk associated with their use. This thesis provides an understanding of the engineering behaviour of these structures that aims at reducing the risk of their use.;The testing program included both full-scale and large-scale testing. The full-scale testing consisted of wave testing of 5 ft (1.524 m) sandbag dikes, built according to the City of Winnipeg standard dike cross section, to examine the effects of wave height on dike stability. The full-scale dikes were built and loaded with waves in a 100 foot (30 m) long hydraulic wave flume. The large-scale testing comprised of large-scale direct shear tests carried out in an environmental chamber to establish the effect of the environmental factors such as moisture, temperature and snow, on the dike-foundation interface strength.;The wave results showed that as significant wave heights were increased to the range of 0.41 m to 0.45 m, that the dikes built according to the City of Winnipeg cross section became unstable. The thesis recommends modifications to the dike construction and material for dikes that are to be built in areas prone to waves of similar height.;The direct shear tests provided Mohr-Coulomb shear strength parameters for the dike-foundation interface when exposed to environmental conditions typical to Manitoba. The results show that snow in the interface provided the lowest capacity to resist lateral movements. Recommendations are provided for the use of these parameters and include the removal of snow from the sandbag dike corridors prior to their construction.;Specifically this thesis examines the effects of wave action on dike stability and the effects of building dikes on foundations affected by Manitoba's environment.;Overall, the thesis provides an understanding of the behaviour of sandbag dikes exposed to wave action and environmental effects. This knowledge can be used to create policies for reducing the risk of using sandbag dikes during flood events.
机译:曼尼托巴省温尼伯(Winnipeg,Manitoba)每年都遭受洪灾,并且已有超过其永久性防洪基础设施的重大洪灾历史。在这些重大洪水事件中,沙袋堤防被用来暂时保护社区,而对其工作方式的了解却很少。像所有防洪技术一样,这些堤防具有与使用相关的固有风险。本文旨在了解这些结构的工程行为,以降低其使用风险。该测试程序包括全面测试和大规模测试。全面测试包括根据温尼伯市标准堤防横截面建造的5英尺(1.524 m)沙袋堤防的波浪测试,以检查波浪高度对堤防稳定性的影响。建造了全尺寸的堤防,并在100英尺(30 m)长的液压波浪槽中装满了波浪。大规模试验包括在环境室内进行的大规模直接剪切试验,目的是确定湿度,温度和雪等环境因素对堤坝-基础界面强度的影响。显着的波高增加到0.41 m至0.45 m的范围内,根据温尼伯市截面建造的堤坝变得不稳定。本文建议对堤坝结构和堤坝材料进行修改,这些堤坝应在容易发生类似高度波浪的区域建造;直接剪切试验提供了堤坝基础界面在暴露于典型环境条件下的Mohr-Coulomb剪切强度参数去曼尼托巴。结果表明,界面中的雪提供了抵抗横向运动的最低能力。提供了使用这些参数的建议,包括在施工之前从沙袋堤防走廊中除雪。;特别是,本文研究了波浪作用对堤防稳定性的影响以及建筑物堤防对受曼尼托巴环境影响的地基的影响。总体而言,本文提供了对受波浪作用和环境影响的沙袋堤防行为的了解。这些知识可用于制定政策,以减少在洪灾事件中使用沙袋堤防的风险。

著录项

  • 作者

    Offman, Raymond.;

  • 作者单位

    University of Manitoba (Canada).;

  • 授予单位 University of Manitoba (Canada).;
  • 学科 Engineering Civil.
  • 学位 M.Sc.
  • 年度 2009
  • 页码 187 p.
  • 总页数 187
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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