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Resolution of the Computational Diffusion Hydrodynamic Model into Partial Differential Equation Form
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作者 Theodore V. Hromadka II Colin Bloor Prasada Rao 《Journal of Water Resource and Protection》 2018年第12期1175-1184,共10页
Computational modeling continues to evolve in applications of hydrology and hydraulics, and the field of Computational Hydrology and Hydraulics has grown into a significant technology in both engineering and computati... Computational modeling continues to evolve in applications of hydrology and hydraulics, and the field of Computational Hydrology and Hydraulics has grown into a significant technology in both engineering and computational mathematics. In this paper, the fundamental issue of assessment of computational error is addressed by determination of an “equivalent” mathematical statement, as a partial differential equation (“PDE”) that describes the original mathematical PDE statement and computational solution of it. In other words, given that the computational model does not exactly solve the governing PDE and that the computational processes used to approximate the governing PDE further moves the computational outcome away from the exact solution, what “alternate” or “equivalent” PDE does the resulting computational model exactly solve? In this paper it is shown that development of such an equivalent PDE enables an assessment of computational error by direct comparison of the equivalent PDE to the original PDE targeted to being solved. As an example, the USGS Diffusion Hydrodynamic Model (“DHM”) is examined as to development of an equivalent PDE that describes the DHM computational modeling outcome, which is then compared to the actual outcomes resulting from application of the DHM model. 展开更多
关键词 Numerical Modeling EQUIVALENT PDE one and two dimensional flows Transient Simulation
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溃坝洪水数值模拟 被引量:18
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作者 谢作涛 张小峰 +1 位作者 袁晶 梅志宏 《水利水运工程学报》 CSCD 北大核心 2005年第2期9-17,共9页
在已有溃坝洪水数学模型基础上建立的溃坝洪水计算模型,可对洪水由库尾向坝址的传播过程、溃坝洪水向下游的推进过程、溃坝洪水漫过堤防后在下游城镇内的淹没过程进行水动力学模拟.利用所建立的溃坝洪水计算模型,对某水电站大坝溃坝洪... 在已有溃坝洪水数学模型基础上建立的溃坝洪水计算模型,可对洪水由库尾向坝址的传播过程、溃坝洪水向下游的推进过程、溃坝洪水漫过堤防后在下游城镇内的淹没过程进行水动力学模拟.利用所建立的溃坝洪水计算模型,对某水电站大坝溃坝洪水在拟定的各工况下进行的坝下游洪水预测表明,溃坝历时、水库上游来流量及溃坝时不同的坝前水位是影响该模型计算结果的主要因素. 展开更多
关键词 一、二维非恒定水流 溃坝洪水 溃坝历时 水库上游来流量 溃坝时坝前水位 数值模拟
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