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A comparison of one-and two-dimensional approaches to modelling flood inundation over complex upland floodplains

机译:复杂高地洪泛区洪水泛洪建模的一维和二维方法比较

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A much understudied aspect of flood inundation is examined, i.e. upland environments with topographically complex floodplains. Although the presence of high-resolution topographic data (e.g. lidar) has improved the quality of river flood inundation predictions, the optimum dimensionality of hydraulic models for this purpose has yet to be fully evaluated for situations of both topographic and topological (i.e. the connectivity of floodplain features) complexity. In this paper, we present the comparison of three treatments of upland flood inundation using: (a) a one-dimensional (1D) model (HEC-RAS v. 3.1.2) with the domain defined as series of extended cross-sections; (b) the same 1D model, but with the floodplain defined by a series of storage cells, hydraulically connected to the main river channel and other storage cells on the floodplain according to floodplain topological characteristics; (c) a two-dimensional (2D) diffusion wave treatment, again with explicit representation of floodplain structural features. The necessary topographic and topological data were derived using lidar and Ordnance Survey Landline data. The three models were tested on a 6 km upland reach of the River Wharfe, UK. The models were assessed by comparison with measured inundation extent. The results showed that both the extended cross-section and the storage cell 1D modes were conceptually problematic. They also resulted in poorer model predictions, requiring incorrect parameterization of the main river to floodplain flux in order to approach anything like the level of agreement observed when the 2D diffusion wave treatment was assessed. We conclude that a coupled 1D-2D treatment is likely to provide the best modelling approach, with currently available technology, for complex floodplain configurations.
机译:研究了洪水泛滥方面一个尚未被充分研究的方面,即地形复杂的洪泛区的高地环境。尽管高分辨率地形数据(例如,激光雷达)的存在改善了洪水泛滥预测的质量,但针对地形和拓扑情况(即,连通性)的水力模型的最佳尺寸尚未完全评估。漫滩特征)的复杂性。在本文中,我们将使用以下三种方法比较高地洪水泛滥的情况:(a)一维(1D)模型(HEC-RAS v.3.1.2),其域定义为一系列扩展的横截面; (b)相同的一维模型,但洪泛区由一系列蓄洪室定义,并根据洪泛区的拓扑特征液压连接至洪泛区的主要河道和其他蓄水池; (c)二维(2D)扩散波处理,再次明确表示泛洪平原的结构特征。必要的地形和拓扑数据是使用激光雷达和军械测量座机数据导出的。三种型号均在英国瓦夫河高地6公里处进行了测试。通过与测得的淹没程度进行比较来评估模型。结果表明,扩展截面和存储单元一维模式在概念上都是有问题的。他们还导致较差的模型预测,需要对主要河流至洪泛区通量进行不正确的参数设置,以接近评估2D扩散波处理时观察到的一致性水平。我们得出的结论是,使用1D-2D耦合处理可能会为复杂的洪泛区配置提供使用当前可用技术的最佳建模方法。

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