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Reduced complexity strategies for modelling urban floodplain inundation

机译:降低城市洪泛区泛滥建模的复杂度策略

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摘要

Significant advances in flood inundation modelling have been made in the last decade through the use of a new generation of 2D hydraulic numerical models. These offer the potential to predict the local pattern and timing of flood depth and velocity, enabling informed flood risk zoning and improved emergency planning. With the availability of high resolution DEMs derived from airborne lidar, these models can theoretically now be routinely parameterized to represent considerable topographic complexity, even in urban areas where the potential exists to represent flows at the scale of individual buildings. Currently, however, computational constraints on conventional finite element and volume codes typically require model discretization at scales well below those achievable with lidar and are thus unable to make optimal use of this emerging data stream. In this paper we review two strategies that attempt to address this mismatch between model and data resolution in an effort to improve urban flood forecasts. The first of these strives for a solution by simplifying the mathematical formulation of the numerical model by using a computationally efficient 2D raster storage cell approach coupled to a 1D channel model. This parsimonious model structure enables simulations over large model domains offering the opportunity to employ a topographic discretization strategy which explicitly represents the built environment. The second approach seeks to further reduce the computational overhead of this raster method by employing a subgrid parameterization to represent the effect of buildings and micro-relief on flow pathways and floodplain storage. This multi-scale methodology enables highly efficient model applications at coarse spatial resolutions while retaining information about the complex geometry of the built environment. These two strategies are evaluated through numerical experiments designed to reconstruct a flood in the small town of Linton in southern England, which occurred in response to a 1 in 250 year rainfall event in October 2001. Results from both approaches are encouraging, with the spatial pattern of inundation and flood wave propagation matching observations well. Both show significant advantages over a coarse resolution model without subgrid parameterisation, particularly in terms of their ability to reproduce both hydrograph and inundation depth measurements simultaneously, without need for recalibration. The subgrid parameterization is shown to achieve this without contributing significant computational complexity and reduces model run-times by an order of magnitude.
机译:在过去的十年中,通过使用新一代的二维水力数值模型,洪水淹没模型取得了重大进展。这些提供了预测洪水深度和速度的局部规律和时机的潜力,从而实现了合理的洪水风险分区和改进的应急计划。有了源自机载激光雷达的高分辨率DEM,理论上现在就可以对这些模型进行常规参数化,以表示相当大的地形复杂性,即使是在存在以单个建筑物规模表示流量的城市地区也是如此。但是,目前,对常规有限元和体积码的计算约束通常要求模型离散化的规模远低于激光雷达可实现的规模,因此无法最佳利用此新兴数据流。在本文中,我们回顾了两种策略,这些策略试图解决模型与数据分辨率之间的这种不匹配,以改善城市洪水预报。其中第一个通过使用与一维通道模型耦合的计算有效的二维栅格存储像元方法简化数值模型的数学公式来寻求解决方案。这种简约的模型结构可以在大型模型域上进行仿真,从而有机会采用明确代表构建环境的地形离散化策略。第二种方法试图通过使用子网格参数化来表示建筑物和微浮雕对流动路径和洪泛区存储的影响,从而进一步减少此栅格方法的计算开销。这种多尺度方法可以在粗略的空间分辨率下实现高效的模型应用,同时保留有关所构建环境的复杂几何形状的信息。通过设计用于重建英格兰南部小镇林顿的洪水的数值实验对这两种策略进行了评估,该洪水是对2001年10月发生的每250年1次降雨事件的响应。这两种方法的结果令人鼓舞,而且具有空间格局洪水和洪水波传播与观测结果吻合得很好。相对于没有子网格参数化的粗分辨率模型,这两者都显示出显着的优势,特别是在无需重新校准的情况下,它们能够同时再现水位和淹没深度测量值。展示了子网格参数化可以实现这一目标,而不会造成显着的计算复杂性,并且可以将模型运行时间减少一个数量级。

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