Evaluation of the Simplified Dynamic Wave, Diffusion Wave and the Full Dynamic Wave Flood Routing Models

J. Perdikaris, Bahram Gharabaghi, R. Rudra
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引用次数: 11

Abstract

The accuracy of prediction and ease of use of the three popular flood routing models; simplified dynamic Wave, diffusion wave, and full dynamic wave were evaluated. The models were evaluated along a reach of the Credit River Watershed, in Southern Ontario, Canada. The simplified dynamic wave model showed better accuracy and easier formulation when compared against the diffusion wave and the full dynamic wave models. Indicating that the simplified dynamic wave model can be applied to reaches where the diffusion wave and the full dynamic wave models may not be applicable. The principle novel contributions of the paper are (a) the extension of the flood routing formulations by Keskin and Agiralioglu, (b) the use of a prismatic channel and floodplain with varying top-widths, (c) the validation of the methodology through the application of an event simulation to an actual river reach, and (d) comparison of the modeling results to those obtained using the full dynamic wave model and the diffusion wave models.
简化动力波、扩散波和全动力波洪水路径模型的评价
三种常用的洪水路径模型的预测精度和易用性;对简化动态波、扩散波和完全动态波进行了评价。这些模型是在加拿大安大略省南部的Credit River流域进行评估的。与扩散波模型和全动态波模型相比,简化动态波模型具有更好的精度和更易于表述。表明简化动力波模型可以应用于扩散波和全动力波模型不适用的河段。本文的主要新颖贡献是:(a) Keskin和Agiralioglu对洪水路径公式的扩展,(b)使用了顶部宽度不同的棱镜形通道和洪泛平原,(c)通过将事件模拟应用于实际河段来验证该方法,以及(d)将建模结果与使用全动态波模型和扩散波模型获得的结果进行比较。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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