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Study of the comprehensive risk analysis of dam-break flooding based on the numerical simulation of flood routing. Part I: model development

机译:基于洪水演进数值模拟的溃坝洪水综合风险分析研究。第一部分:模型开发

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Dam-break floods have been of increasing concern to safety engineers and decision makers. The presence of complex terrain in inundation areas multiplies the simulation difficulty of flood routing. In previous studies, representing the flood routing parameters empirically does not reflect the characteristics of flood routing, which strongly influences the accurate assessment of the dam-break consequences. The basis for carrying out dangerous reservoir reinforcement is just engineering safety, without considering the actual situation of downstream areas. In this study, a comprehensive risk analysis of the dam-break flood was implemented based on the numerical simulation of flood routing. First, coupled with the volume of fluid method, a three-dimensional k-E > turbulence mathematical model was developed for flood routing in complex inundation areas. Then, based on the flow parameters obtained through computational fluid dynamics modeling, the attribute measure methodology was used for the evaluation of consequences combined with the calculation of the dam-break consequences (loss of life, economic loss, social and environmental influence). Furthermore, a methodology containing the combined weight method and the technique for order performance by similarity to ideal solution method was proposed for risk ranking of dangerous reservoirs due to its logical consideration of scalar values that simultaneously account for both the best and worst alternatives. Finally, a sensitivity analysis was performed to provide information about the stability of risk ranking. The aforementioned model and methodology are applied to a case involving five reservoirs in the Haihe River Basin in China for Part II of this study
机译:溃坝洪水已日益引起安全工程师和决策者的关注。淹没区中复杂地形的存在使洪水泛洪的模拟难度成倍增加。在以前的研究中,以经验表示洪水路线参数并不能反映洪水路线的特征,这严重影响了对溃坝后果的准确评估。进行危险的水库加固的基础仅仅是工程安全,而不考虑下游地区的实际情况。在这项研究中,基于洪水演进的数值模拟对溃坝洪水进行了全面的风险分析。首先,结合流体体积法,建立了三维k-E>湍流数学模型,用于复杂淹没区域的洪水演进。然后,基于通过计算流体动力学建模获得的流量参数,将属性测度方法用于评估后果,并计算溃坝后果(生命损失,经济损失,社会和环境影响)。此外,由于其逻辑上考虑了标量值,同时考虑了最佳和最差的替代方案,因此提出了一种方法,该方法包含一种组合加权法和一种通过类似于理想解法的顺序执行技术来对危险水库进行风险排名的方法。最后,进行了敏感性分析以提供有关风险排名稳定性的信息。对于本研究的第二部分,上述模型和方法适用于涉及中国海河流域五个水库的案例

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