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Flow and detailed 3D morphodynamic data from laboratory experiments of fluvial dike breaching

机译:河流堤防破坏实验室实验的流量和详细的3D形态动力学数据

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摘要

This paper presents a dataset obtained from fifty four laboratory experiments of the breaching of fluvial dikes due to flow overtopping. Data were collected on two complementary experimental setups, each consisting of a main channel representing the river, an erodible lateral dike and a floodplain. The dataset covers seven test series, involving varying hydraulic boundary conditions (e.g. inflow discharge, downstream boundary conditions), main channel dimensions, as well as bottom and dike material. The following experimental data were produced: time series of water levels in the main channel, time series of flow discharges in the main channel and through the breach, as well as high resolution 3D reconstructions of the breach geometry during its expansion. The latter measurements were performed using a novel non-intrusive laser profilometry technique developed for this research. Reuse of the collected data will support efforts to improve our understanding of the physical processes underpinning fluvial dike breaching. It will also enable benchmarking the accuracy of conceptual or detailed numerical models for the prediction of dike breaching, which is central to flood risk management.
机译:本文介绍了一个数据集,该数据集是从五十四次因水流过顶而破坏河堤的实验室实验中获得的。在两个互补的实验装置上收集了数据,每个装置包括代表河流的一条主要河道,一条易蚀的侧堤和一条洪泛区。该数据集涵盖七个测试系列,涉及不同的水力边界条件(例如流入流量,下游边界条件),主要通道尺寸以及底部和堤坝材料。产生了以下实验数据:主通道中水位的时间序列,主通道中和通过裂隙的流量排放的时间序列,以及裂隙几何形状在扩展期间的高分辨率3D重建。后者的测量是使用为这项研究开发的新型非侵入式激光轮廓测量技术进行的。重复使用收集的数据将有助于我们加深对河堤破坏的物理过程的理解。它还将对基准概念模型或详细数字模型的准确性进行基准测试,以预测堤坝破坏,这对于洪水风险管理至关重要。

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