含孔隙浅水方程的自相似解

IF 1.7 3区 工程技术 Q3 ENGINEERING, CIVIL Journal of Hydraulic Research Pub Date : 2022-11-21 DOI:10.1080/00221686.2022.2106598
V. Guinot, C. Delenne, S. Soares-Frazão
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引用次数: 3

摘要

据报道,周期性城市布局中模拟的自由表面瞬态在建筑周期尺度上平均时,在时空域上是自相似的。这种自相似性与大多数基于孔隙度的浅水模型中使用的水头损失模型公式不相容。因此,用实验来验证它是非常重要的。本文报道了新的溃坝流量实验室实验,其中探索了两种不同的理想周期性建筑布局构型。实验水位场的时空分析验证了水流的自相似特性。用二维浅水模型模拟实验也得到了自相似的周期平均流量解。然后分别应用了单孔隙度(SP)、积分孔隙度(IP)和双积分孔隙度(DIP)模型。虽然当存储和连接孔隙度彼此接近时,所有三种模型的行为方式相似,但DIP模型是最好地扩展精细2D解决方案的模型。
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Self-similar solutions of shallow water equations with porosity
Simulated free surface transients in periodic urban layouts have been reported to be self-similar in the space-time domain when averaged on the scale of the building period. Such self-similarity is incompatible with the head loss model formulae used in most porosity-based shallow water models. Verifying it experimentally is thus of salient importance. New dam-break flow laboratory experiments are reported, where two different configurations of idealized periodic buildings layouts are explored. A space-time analysis of the experimental water level fields validates the self-similar character of the flow. Simulating the experiment using the two-dimensional shallow water model also yields self-similar period-averaged flow solutions. Then, the Single Porosity (SP), Integral Porosity (IP) and Dual Integral Porosity (DIP) models are applied. Although all three models behave in a similar fashion when the storage and connectivity porosities are close to each other, the DIP model is the one that upscales best the refined 2D solution.
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来源期刊
Journal of Hydraulic Research
Journal of Hydraulic Research 工程技术-工程:土木
CiteScore
4.90
自引率
4.30%
发文量
55
审稿时长
6.6 months
期刊介绍: The Journal of Hydraulic Research (JHR) is the flagship journal of the International Association for Hydro-Environment Engineering and Research (IAHR). It publishes research papers in theoretical, experimental and computational hydraulics and fluid mechanics, particularly relating to rivers, lakes, estuaries, coasts, constructed waterways, and some internal flows such as pipe flows. To reflect current tendencies in water research, outcomes of interdisciplinary hydro-environment studies with a strong fluid mechanical component are especially invited. Although the preference is given to the fundamental issues, the papers focusing on important unconventional or emerging applications of broad interest are also welcome.
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