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Analysis of One-Dimensional Modelling for Flood Routing in Compound Channels

机译:复合渠道洪水泛洪的一维建模分析

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摘要

In this paper a number of hydraulic aspects concerning the flood routing in compound channels are discussed. In particular, attention is firstly focused on the management of boundary conditions for compound channel flow when lD modelling is used. In this context, the characteristics theory was used to obtain the complete expression of the eigenvalues of the system and the consequences of the simplification associated to the commonly-used approximation were highlighted. The analysis has shown that the number of physical conditions to be imposed at the boundaries is influenced not only by the Boussinesq coefficient but also by its derivative over the water level. The second part of the paper is devoted to the analysis of unsteady flow simulations. Attention was focused on the role played by the lateral momentum transfer, between main channel and floodplains, within the lD flood propagation model. In particular, the simulations showed that significant differences may occur between the traditional approach and the methods able to take into account the momentum transfer mechanisms.
机译:在本文中,讨论了有关复式河道洪水泛洪的许多水力方面。特别地,当使用1D建模时,首先首先将注意力集中在复合通道流的边界条件的管理上。在这种情况下,使用特征理论来获得系统特征值的完整表达,并强调了与常用近似相关的简化结果。分析表明,要施加在边界上的物理条件的数量不仅受到Boussinesq系数的影响,还受到其在水位上的导数的影响。本文的第二部分致力于非定常流动模拟的分析。在ID洪水传播模型中,主要关注于主干道与洪泛区之间的横向动量传递所起的作用。特别是,仿真表明,传统方法与能够考虑动量传递机制的方法之间可能会出现重大差异。

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