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首页> 外文期刊>Hydrological ProcHydrological Processesrnesses >Floodplain friction parameterization in two‐dimensional river flood models using vegetation heights derived from airborne scanning laser altimetry
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Floodplain friction parameterization in two‐dimensional river flood models using vegetation heights derived from airborne scanning laser altimetry

机译:基于机载扫描激光测高的植被高度二维河流洪水模型中的洪泛区摩擦参数化

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Two-dimensional (2-D) hydraulic models are currently at the forefront of research into river flood inundation prediction. Airborne scanning laser altimetry is an important new data source that can provide such models with spatially distributed floodplain topography together with vegetation heights for parameterization of model friction. The paper investigates how vegetation height data can be used to realize the currently unexploited potential of 2-D flood models to specify a friction factor at each node of the finite element model mesh. The only vegetation attribute required in the estimation of floodplain node friction factors is vegetation height. Different sets of flow resistance equations are used to model channel sediment, short vegetation, and tall and intermediate vegetation. The scheme was tested in a modelling study of a flood event that occurred on the River Severn, UK, in October 1998. A synthetic aperture radar image acquired during the flood provided an observed flood extent against which to validate the predicted extent. The modelled flood extent using variable friction was found to agree with the observed extent almost everywhere within the model domain. The variable-friction model has the considerable advantage that it makes unnecessary the unphysical fitting of floodplain and channel friction factors required in the traditional approach to model calibration. Copyright © 2003 John Wiley & Sons, Ltd.
机译:二维(2-D)水力模型目前处于河流洪水淹没预测研究的最前沿。机载扫描激光测高仪是重要的新数据源,可以为此类模型提供空间分布的洪泛区地形以及植被高度,以对模型摩擦进行参数化。本文研究了如何利用植被高度数据来实现二维洪水模型的当前未开发潜力,以便在有限元模型网格的每个节点上指定摩擦系数。估算洪泛区节点摩擦因子时唯一需要的植被属性是植被高度。使用不同组的流阻方程来模拟河道沉积物,短植被以及高中植被。该方案在1998年10月发生在英国塞文河上的洪水事件的模型研究中进行了测试。洪水期间获取的合成孔径雷达图像提供了可观察到的洪水范围,可以用来验证预测范围。发现使用可变摩擦力建模的洪水范围几乎与模型域内所有地方的观测范围一致。可变摩擦模型具有相当大的优势,即不需要传统模型校准方法中需要的洪泛区非自然拟合和通道摩擦因数。版权所有©2003 John Wiley&Sons,Ltd.

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