黄国如, 陈文杰, 喻海军. 城市洪涝水文水动力耦合模型构建与评估[J]. 水科学进展, 2021, 32(3): 334-344. DOI: 10.14042/j.cnki.32.1309.2021.03.002
引用本文: 黄国如, 陈文杰, 喻海军. 城市洪涝水文水动力耦合模型构建与评估[J]. 水科学进展, 2021, 32(3): 334-344. DOI: 10.14042/j.cnki.32.1309.2021.03.002
HUANG Guoru, CHEN Wenjie, YU Haijun. Construction and evaluation of an integrated hydrological and hydrodynamics urban flood model[J]. Advances in Water Science, 2021, 32(3): 334-344. DOI: 10.14042/j.cnki.32.1309.2021.03.002
Citation: HUANG Guoru, CHEN Wenjie, YU Haijun. Construction and evaluation of an integrated hydrological and hydrodynamics urban flood model[J]. Advances in Water Science, 2021, 32(3): 334-344. DOI: 10.14042/j.cnki.32.1309.2021.03.002

城市洪涝水文水动力耦合模型构建与评估

Construction and evaluation of an integrated hydrological and hydrodynamics urban flood model

  • 摘要: 为降低暴雨洪涝灾害损失,利用数值模拟方法研究城市洪涝过程,提前获取可靠的洪涝水情信息,具有重要的现实意义。根据城市洪涝过程的水文水动力学原理和方法,以SWMM模型与自主研发的二维模型为基础,提出一、二维模型耦合的具体方法,通过水平和垂直方向的连接构建水文水动力耦合模型。研究提出基于DLL的一、二维模型耦合策略,以垂向连接问题为理论案例,将模拟结果与InfoWorks ICM软件结果进行对比分析,阐明该垂向连接方式的合理性。以广州市东濠涌流域为实际案例,构建了东濠涌流域城市洪涝水文水动力耦合模型,选用2场实测降雨对模型进行模拟分析,发现模型在一维排水系统排水能力和二维地表积水的模拟均具有较好的精度和可靠性。结果表明所提出的连接算法合理可行,所构建的水文水动力耦合模型具有一定的可靠性,对城市洪涝模拟分析具有较好的应用价值。

     

    Abstract: To reduce the losses induced by urban flood hazards, it is necessary to research urban flooding via numerical modeling and to obtain accurate and reliable flood information in advance. According to the hydrological and hydrodynamic theories and methods in urban flood research, a specific method for the coupling of one-and two-dimensional models is proposed in the present work. An integrated hydrological and hydrodynamic model is constructed via horizontal and vertical connections based on the Storm Water Management Model (SWMM) and a self-developed two-dimensional model. This research also proposes a novel coupling strategy for one-and two-dimensional models based on a dynamic-link library. The coupled model is verified by both theoretical and practical case studies. Taking the vertical connection problem as the theoretical case study, the correctness of the model was proven by comparing the model results with InfoWorks ICM software. To verify the flood modeling capacity of the model in watershed-scale areas, the Donghaochong Basin in Guangzhou was taken as another case study. The modeled results were found to be in line with the measured data under two historical rainfalls, which indicates that the model exhibited good precision and reliability in both pipe flow and surface flow simulations. In summary, the proposed coupling method is both reasonable and feasible, and the integrated hydrological and hydrodynamic model is reliable and of significant application value.

     

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