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Flooding scenarios due to levee breaking

机译:堤坝破裂导致洪水泛滥

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摘要

In this paper the results of mathematical modelling of flooding scenarios for two important italian rivers are shown. The first concern the middle portion of the Po river, the main italian one. In this region in the nineteenth century occurred some levee breaks that caused the inundation of wide plain regions (500-600 km~2), with considerable water depths. The present embankments characteristics and the river morphology induce to consider a levee breach in this zone still possible today. The other scenarios considered are about Dora Baltea river, one of the main Po tributaries. Inside the river valley is located a high risk industrial plant that was moderately damaged during the recent floods. The sudden breaking of a railway embankment, crossing the river just upstream the industrial area, would create an extremely dangerous additional flood with a high potential risk for the site. The flooding scenarios were numerically simulated with a 2D mathematical model based on Saint Venant equations solved by means of the well known McCormack 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 results of the mathematical simulations have been used for the contouring of flooding maps for risk assessment and for the design of protection structures.
机译:本文显示了两条重要意大利河流洪水情景的数学建模结果。首先是意大利主要的波河中段。在19世纪的该地区,发生了一些堤防断裂,导致大面积平原(500-600 km〜2)被洪水淹没,水深很大。目前的堤防特征和河流形态促使人们考虑在今天仍可能在该区域破坏堤岸。所考虑的其他方案是有关大埔主要支流之一的多拉·巴尔蒂亚河。河谷内有一个高风险的工业工厂,在最近的洪水中受到了中等程度的破坏。一条铁路路堤的突然断裂,横穿工业区上游的河流,将造成极度危险的附加洪灾,对该地点具有很高的潜在风险。使用基于圣维南方程的二维数学模型,通过众所周知的麦考马克有限差分方案对洪水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。数学模拟的结果已用于洪水地图的轮廓绘制,以进行风险评估和保护结构的设计。

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