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Quantification of riverbank erosion and application in risk analysis.

机译:河岸侵蚀定量化及其在风险分析中的应用。

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摘要

The estimation of river bank erosion requires the knowledge of both local hydrodynamic and erodibility characteristics. Models exist in literature that allow the estimation of the river bank shear stress, the fundamental parameter in evaluating the retreat given the discharge flow and the geometry of the river channel. In this study, two hydrodynamic models (1-D and 2-D) were combined with three shear stress models in order to obtain an estimation of the retreat on a study case on the river Cecina in Tuscany, Central Italy. A calibration of the models was performed based on observations from aerial photos of the region over a period of 10 years (1994-2004), and the results of the different combinations of the models are discussed and compared. A framework was developed for the risk analysis of land loss due to bank erosion based on the analyses of discharge flow time series and an excess shear stress erosion model. An application to the study case is provided by using the results of fluvial erosion modelling.Digital Object Identifier http://dx.doi.org/10.1007/s11069-013-0741-8
机译:估算河岸侵蚀需要了解当地的水动力和侵蚀性特征。文献中存在一些模型,这些模型可以估算河岸剪切应力,给定排水流量和河道的几何形状来评估退缩的基本参数。在这项研究中,将两个流体动力学模型(1-D和2-D)与三个剪切应力模型相结合,以便获得对意大利中部托斯卡纳塞奇纳河上一个研究案例的退缩的估计。根据十年来(1994-2004)对该地区的航拍照片进行的观测,对模型进行了标定,并讨论并比较了模型的不同组合的结果。基于流量时间序列分析和超剪应力腐蚀模型,建立了基于河岸侵蚀的土地流失风险分析框架。利用河流冲刷建模的结果为该研究案例提供了一个应用。数字对象标识符http://dx.doi.org/10.1007/s11069-013-0741-8

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