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Anatomy of simultaneous flood peaks at a lowland confluence

机译:低地汇合处同时洪峰的解剖

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Lowlands are vulnerable to flooding due to their mild topography in often densely populated areas with high social and economic value. Moreover, multiple physical processes coincide in lowland areas, such as those involved in river–sea interactions and in merging rivers at confluences. Simultaneous occurrence of such processes can result in amplifying or attenuating effects on water levels. Our aim is to understand the mechanisms behind simultaneous occurrence of discharge waves in a river and its lowland tributaries. Here, we introduce a new way of analyzing lowland discharge and water level dynamics, by tracing individual flood waves based on dynamic time warping. We take the confluence of the Meuse River ( ~33?000 km sup2/sup ) with the joining tributaries of the Dommel and Aa rivers as an example, especially because the January?1995 flood at this confluence was the result of the simultaneous occurrence of discharge peaks in the main stream and the tributaries and because independent observations of water levels and discharge are available for a longer period. The analysis shows that the exact timing of the arrival of discharge peaks is of little relevance because of the long duration of the average discharge wave compared to typical time lags between peaks. The discharge waves last on average 9?days, whereas the lag time between discharge peaks in the main river and the tributaries is typically 3?days. This results in backwaters that can rise up to 1.5?m over a distance of 4?km from the confluence. Thus, local measures to reduce the impact of flooding around the confluence should account for the long duration of flood peaks in the main system.
机译:低地由于地势缓和,通常在人口稠密的地区具有较高的社会和经济价值,因此容易遭受洪灾。此外,在低地地区,多种物理过程是重合的,例如那些参与河海相互作用和汇合处的河流融合的过程。此类过程的同时发生会导致对水位的放大或衰减作用。我们的目的是了解在河流及其低地支流中同时出现放电波的机理。在此,我们通过基于动态时间扭曲跟踪单个洪水波,介绍了一种分析低地流量和水位动态的新方法。我们以默兹河(〜33?000 km 2 )的汇流与Dommel和Aa河流的汇入支流为例,尤其是因为1995年1月至1995年的洪水是这种汇合的结果同时在主流和支流中出现排放峰值的原因,因为可以长期观察水位和排放情况。分析表明,由于平均放电波的持续时间比峰值之间的典型时滞长,因此放电峰值到达的确切时间无关紧要。排水波平均持续9天,而主要河流和支流的排水高峰之间的滞后时间通常为3天。这导致回水在距汇合处4?km的距离内可以上升到1.5?m。因此,减少合流周围洪水的影响的当地措施应考虑到主系统洪水高峰的持续时间长。

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