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Analysis of river bed dynamic evolution following a landslide dam

机译:滑坡坝后河床动力演化分析

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Landslides and debris flows can strongly interact with the river network and its mass transport processes, determining modifications of the river pattern with consequent effects on the hydrodynamic phenomena, alterations of the existing morphologies and possible interferences with anthropic works. Modifications of the cross section geometry and channel slope may produce changes in the sediment budget, with consequent repercussions on the stream evolutionary dynamics and its equilibrium configuration, leading to a new river branch arrangement. In this paper, investigations were carried out on a gravel-bed reach in the middle valley of the Noce River in Basilicata (Italy), which in 2007 suffered a progressive morpho-hydrodynamic change caused by a landslide. Because of the phenomenon complexity, mainly due to the mutual interaction between the landslide and the river transport dynamics, an integrated approach that combines field observations and numerical modelling in a spatial scale and natural environment, rarely available in literature, is suggested. The results highlight a satisfying correspondence between the altimetric profiles obtained through the numerical models and those deriving from the field surveys.
机译:滑坡和泥石流会强烈地与河网及其大众运输过程相互作用,从而确定河流形态的变化,从而对水动力现象,现有形态的变化以及对人类工程的可能干扰产生影响。横截面几何形状和河道坡度的变化可能会导致沉积物收支的变化,从而对河流的演化动力学及其平衡构型产生影响,从而导致新的河道支流布置。本文对意大利巴斯利卡塔诺斯河中谷的砾石河床进行了调查,该河谷在2007年遭受了由滑坡引起的渐进的形态-水动力变化。由于现象的复杂性,主要是由于滑坡和河流运输动力学之间的相互影响,因此提出了一种在空间尺度和自然环境下结合现场观测和数值模拟的综合方法,这在文献中很少见。结果突出显示了通过数值模型获得的高空剖面与从实地调查获得的高空剖面之间的令人满意的对应关系。

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