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首页> 外文期刊>Proceedings of the Institution of Civil Engineers. Water Management >Flooding scenarios due to levee breaking in the Po river
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Flooding scenarios due to levee breaking in the Po river

机译:宝河大堤断裂导致洪水泛滥

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摘要

The results of mathematical modelling of three flooding scenarios due to levee breaking in the middle Po river (northern Italy) are presented. In this area some catastrophic floods that occurred in the nineteenth century caused the formation of several levee breaks and the inundation of wide plains (500-600 km~2), with considerable water depths (6-7 m). The inundation dynamics as a result of a levee break occurring at different locations along the right river bank of the Po river were modelled using as upstream boundary condition a synthetic design hydrograph of 200 years return period. The hypothetical breaches were located where the historical ones occurred more frequently or where the more severe consequences of the flooding were expected. Three scenarios were numerically simulated with a two-dimensional mathematical model based on the shallow water equations solved by means of the well-known MacCormack finite difference scheme. When possible, a calibration of the model parameters on the basis of the available information about recent and historical events was performed. The fairly good agreement between computed results and historical data suggests that the proposed approach is capable of reproducing the main characteristics of the phenomenon, giving support to the design of flooding maps for risk assessment.
机译:给出了在中波河(意大利北部)因堤防破坏而导致的三种洪水情景的数学建模结果。在该地区,发生于19世纪的灾难性洪灾导致形成了多个堤防断口,并淹没了宽阔的平原(500-600 km〜2),水深相当大(6-7 m)。使用200年恢复期的综合设计水文图作为上游边界条件,对沿波河右岸的不同地点发生的堤防断裂造成的淹没动力学进行了建模。假定的破坏位于历史事件发生频率更高或预计洪灾后果更为严重的地方。使用二维数学模型,通过采用著名的MacCormack有限差分方案求解的浅水方程组,对三种情况进行了数值模拟。在可能的情况下,根据有关最近和历史事件的可用信息对模型参数进行校准。计算结果与历史数据之间的良好一致性表明,所提出的方法能够重现该现象的主要特征,从而为洪水地图的风险评估提供了支持。

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