Loli Marianna, Mitoulis Stergios Aristoteles, Tsatsis Angelos, Manousakis John, Kourkoulis Rallis, Zekkos Dimitrios
University of Surrey, Department of Civil and Environmental Engineering, UK.
University of Surrey, Department of Civil and Environmental Engineering, UK.
Sci Total Environ. 2022 May 20;822:153661. doi: 10.1016/j.scitotenv.2022.153661. Epub 2022 Feb 3.
Flash floods are common manifestations of extreme weather events and one of the most severe natural hazards. In Europe, they have been responsible for 359 fatalities and an economic loss totalling 67 million USD in the past decade (EM-DAT), while their increasing severity is linked to climate change. Nevertheless, flash floods remain a poorly documented natural phenomenon due to the lack of flow intensity data in many of the affected watersheds. Based on a thorough field investigation, including UAV-based 3D mapping and material characterization with on-site testing, we carry out a numerical study of a notable flood that caused the collapse of bridges and buildings in Central Greece, following a recent Mediterranean hurricane. Focusing on a carefully selected case study, we combine 3D modelling of flow-structure interaction with detailed mechanical modelling of the nonlinear structural response to reproduce the flood-induced fracture of a bridge abutment. Back-analysis of this failure responds to the fundamental problem of estimating the undocumented magnitude of this extreme event. The paper estimates a lower bound value of the flow velocity at the studied location. This can be valuable input for the interpretation of the extensive damage that took place downstream and for the re-assessment of flood risk in a region where similar events are expected to become more frequent because of climate change. The approach, where disaster forensics and engineering analysis are used to fill the gap of missing real-time measurements, can be implemented for the a posteriori estimation of flood intensity in similar events. The well-documented case study of a bridge failure due to extreme flooding can also be used for validation of future numerical and experimental methods and motivate investigations of the mechanisms governing flow-soil-structure interaction in river crossings.
山洪暴发是极端天气事件的常见表现形式,也是最严重的自然灾害之一。在欧洲,过去十年间,山洪暴发已造成359人死亡,经济损失总计达6700万美元(EM-DAT数据库),而且其严重程度的不断加剧与气候变化有关。然而,由于许多受影响流域缺乏水流强度数据,山洪暴发仍然是一种记录不完善的自然现象。基于全面的实地调查,包括基于无人机的三维测绘和现场测试的材料特性分析,我们对最近一次地中海飓风过后希腊中部一场导致桥梁和建筑物倒塌的重大洪水进行了数值研究。聚焦于一个精心挑选的案例研究,我们将流固耦合的三维建模与非线性结构响应的详细力学建模相结合,以再现桥台因洪水引发的断裂。对这次破坏的反分析解决了估计这一极端事件未记录规模的基本问题。本文估算了研究地点水流速度的下限值。这对于解释下游发生的广泛破坏以及重新评估一个因气候变化预计类似事件将更频繁发生地区的洪水风险而言,可能是有价值的输入信息。将灾害取证和工程分析用于填补实时测量缺失空白的方法,可用于类似事件中洪水强度的事后估计。这个因极端洪水导致桥梁倒塌且记录完备的案例研究,也可用于验证未来的数值和实验方法,并推动对河道中水流-土壤-结构相互作用控制机制的研究。