在已建立的风暴潮模式中纳入亚网格修正的数值扩展

IF 1.9 3区 工程技术 Q3 ENGINEERING, CIVIL
A. Begmohammadi, D. Wirasaet, A. Poisson, Johnathan L. Woodruff, J. Dietrich, D. Bolster, A. Kennedy
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引用次数: 0

摘要

摘要淹没模型用计算点网格表示沿海地区,通常具有不同的流动路径和屏障分辨率。最近,通过使用子网格校正,对基于浅水方程粗网格解的模型进行了改进,子网格校正考虑了较小尺度的信息(地表高程、粗糙度特征)。在这项工作中,已建立的风暴潮模型的数值方法被扩展到包括子网格校正。为了保持与现有用户和结果的连续性,模型扩展仅限于提供基本子网格功能所需的扩展,并包括两个主要的添加。首先,使用有限体积法,使用高分辨率地表高程对质量和动量方程进行校正。其次,将模型中施加在B网格湿/干界面上的无滑移条件修改为滑移条件,以使通道中的流动宽度与单元尺寸相当。数值结果表明,这些数值扩展可以显著提高模型对沿海洪水预测的准确性,同时降低额外的计算成本。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Numerical extensions to incorporate subgrid corrections in an established storm surge model
ABSTRACT Inundation models represent coastal regions with a grid of computational points, often with varying resolution of flow pathways and barriers. Models based on coarse grid solutions of shallow water equations have been improved recently via the use of subgrid corrections, which account for information (ground surface elevations, roughness characteristics) at smaller scales. In this work, numerical approaches of an established storm surge model are extended to include subgrid corrections. In an attempt to maintain continuity with existing users and results, model extensions were limited to those needed to provide basic subgrid capabilities, and included two major additions. First, a finite volume method is used to incorporate corrections to the mass and momentum equations using high-resolution ground surface elevations. Second, the no-slip condition imposed on the B-grid wet/dry interface in the model is modified to a slip condition to enable flows in channels with widths comparable to cell size. Numerical results demonstrate these numerical extensions can significantly enhance the accuracy of the model’s predictions of coastal flooding, with low additional computational cost.
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来源期刊
Coastal Engineering Journal
Coastal Engineering Journal 工程技术-工程:大洋
CiteScore
4.60
自引率
8.30%
发文量
0
审稿时长
7.5 months
期刊介绍: Coastal Engineering Journal is a peer-reviewed medium for the publication of research achievements and engineering practices in the fields of coastal, harbor and offshore engineering. The CEJ editors welcome original papers and comprehensive reviews on waves and currents, sediment motion and morphodynamics, as well as on structures and facilities. Reports on conceptual developments and predictive methods of environmental processes are also published. Topics also include hard and soft technologies related to coastal zone development, shore protection, and prevention or mitigation of coastal disasters. The journal is intended to cover not only fundamental studies on analytical models, numerical computation and laboratory experiments, but also results of field measurements and case studies of real projects.
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