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Dam break threshold value and risk probability assessment for an earth dam.

机译:土坝的溃坝阈值和风险概率评估。

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摘要

In dam safety assessment, it is customary to focus on stability analysis, and the safety factor is regarded as an assessment index that cannot correctly reflect the effect of multi-factors and variable uncertainty. The factors that induce dam breaks are complex and uncertain; however, three primary ones can be identified: hydrological factors, seepage and bank slope instability. In this paper, the risk probability and the dam break threshold value for each factor individually, as well as coupled factors, are studied. The threshold value is acquired using the relationship formula between risk probability and dam type. The Dongwushi reservoir located in the Hebei province of China is taken as a case study. The results show that the dam break threshold values for hydrological factors, seepage and bank slope instability are 2.53, 2.02 and 2.69, respectively. The integrated dam break threshold value for the coupled factors is 1.25, which indicates that the dam is under serious stress according to the established risk assessment standard. The safety factor is calculated as 1.15 using the Bishop method, which indicates that the dam is under serious stress. The results obtained by the proposed method are consistent with those of the Bishop method. Finally, the proposed theory and method are introduced into a dam safety evaluation system (DSES) for convenient and efficient dam safety management.
机译:在大坝安全评估中,习惯于着重于稳定性分析,安全系数被视为无法正确反映多因素和变量不确定性影响的评估指标。导致大坝溃决的因素是复杂且不确定的。但是,可以确定三个主要因素:水文因素,渗流和岸坡不稳定性。在本文中,分别研究了每个因素以及耦合因素的风险概率和溃坝阈值。使用风险概率和大坝类型之间的关系公式获取阈值。以中国河北省的东吴市水库为例。结果表明,水文因素,渗流和岸坡失稳的溃坝阈值分别为2.53、2.02和2.69。耦合因素的综合溃坝阈值为1.25,表明根据已建立的风险评估标准,该溃坝处于严重压力之下。使用Bishop方法计算的安全系数为1.15,这表明大坝处于严重的应力状态。通过所提出的方法获得的结果与Bishop方法的结果一致。最后,将所提出的理论和方法引入大坝安全评估系统(DSES)中,以方便,高效地进行大坝安全管理。

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