基于非结构化网格的地表水流和管网水流双向动态耦合模型开发
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(1.天津大学水利工程智能建设与运维全国重点实验室;2.天津大学建筑工程学院)

作者简介:

陈同庆(1980—),男,副教授,博士,主要从事海岸水动力与内涝研究。E-mail:tqchen@tju.edu.cn

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基金项目:

国家重点研发计划项目(2021YFB2601100)


Development of a bidirectional dynamic coupled surface water flow and pipe network flow model based on unstructured grids
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(1.State Key Laboratory of Hydraulic Engineering Intelligent Construction and Operation, Tianjin University; 2.School of Civil Engineering, Tianjin University)

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    摘要:

    针对当前地表水流和管网水流耦合模型多基于结构化网格、难以适配复杂岸线与城区边界的问题,基于开源非结构化网格水动力模型FVCOM与管渠水动力模型SWMM,构建了实时双向动态耦合模型FVCOM-SWMM。通过与商业软件和物理模型试验结果的对比,验证了该模型的可靠性;具有曲折海岸线和复杂建筑轮廓的海滨城区雨潮遭遇情景的模拟结果表明,该模型可以用于风暴潮影响下具有复杂边界城区的洪涝过程模拟。

    Abstract:

    To address the issue that current coupled surface water flow and pipe network flow models are mostly based on structured grids, making it difficult to adapt to complex coastlines and urban boundaries, a real-time bidirectional dynamic coupling model, FVCOM-SWMM, was developed based on the open-source unstructured-grid hydrodynamic model FVCOM and the pipe network hydrodynamic model SWMM. The reliability of the proposed model was verified by comparing its results with those from commercial software and physical model experiments. The simulated results of a rain-tide coincident event in a coastal urban area with tortuous coastlines and complex building layouts show that the model can be used to simulate flooding processes in urban areas with complex boundaries under storm surge conditions.

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陈同庆,陈家宇,王明娜,等.基于非结构化网格的地表水流和管网水流双向动态耦合模型开发[J].水利水电科技进展,2026,46(3):80-87.(Chen Tongqing, Chen Jiayu, Wang Mingna, et al. Development of a bidirectional dynamic coupled surface water flow and pipe network flow model based on unstructured grids[J]. Advances in Science and Technology of Water Resources,2026,46(3):80-87.(in Chinese))

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  • 收稿日期:2025-02-23
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  • 在线发布日期: 2026-06-01
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