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Dike Failure Mechanisms and Breaching Parameters

机译:堤防故障机制和破坏参数

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Dike risk management requires breaching parameters that can be estimated rapidly to support the prediction of inundation zones and decision making. The objectives of this paper are to compile a database of dike breaching cases, study common dike failure mechanisms, and develop a set of empirical equations for estimating breaching length, depth, and peak discharge. A database of over 1,000 dike failure cases was collected, with information on pre-breach dike geometry, materials, type of dike, failure mechanisms, breaching length, depth, and peak discharge. A set of regression models are formulated using five control variables: dike height, width, material, type of dike, and failure mechanism. The standard error is set as a selection criterion and the Akaike information criterion is used to optimize the proposed empirical models. The new models are validated using independent cases and compared with available empirical equations for dikes and man-made dams.
机译:堤防风险管理要求突破可以快速估计的参数,以支持对淹没区的预测和决策。本文的目的是建立一个堤防破坏案例数据库,研究常见的堤防破坏机制,并开发一套经验方程式来估算堤防破坏的长度,深度和峰值流量。收集了一个数据库,该数据库包含1,000多个堤防故障案例,其中包含有关违约前堤防几何形状,材料,堤防类型,故障机制,破坏长度,深度和峰值排放的信息。使用五个控制变量制定了一套回归模型:堤防高度,宽度,材料,堤防类型和破坏机理。将标准误差设置为选择标准,并使用Akaike信息标准对建议的经验模型进行优化。新模型使用独立案例进行了验证,并与堤坝和人造水坝的可用经验方程式进行了比较。

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