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斜坡式护岸越浪量的对比分析 被引量:4
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作者 刘堃 王毅 杨婷 《港工技术》 2017年第2期37-40,共4页
通过对斜坡式护岸进行的断面物理模型试验、局部整体物理模型试验得到的越浪量以及规范公式计算的越浪量进行对比分析,提出规范公式、断面物模试验、局部整体物模试验各自的特点和适用范围,结论可为工程设计提供参考。
关键词 斜坡式护岸 越浪量 断面 局部物模
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Numerical Modeling of Local Scour Around Hydraulic Structure in Sandy Beds by Dynamic Mesh Method
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作者 FAN Fei LIANG Bingchen +2 位作者 BAI Yuchuan ZHU Zhixia ZHU Yanjun 《Journal of Ocean University of China》 SCIE CAS CSCD 2017年第5期738-746,共9页
Local scour, a non-negligible factor in hydraulic engineering, endangers the safety of hydraulic structures. In this work, a numerical model for simulating local scour was constructed, based on the open source code co... Local scour, a non-negligible factor in hydraulic engineering, endangers the safety of hydraulic structures. In this work, a numerical model for simulating local scour was constructed, based on the open source code computational fluid dynamics model Open FOAM. We consider both the bedload and suspended load sediment transport in the scour model and adopt the dynamic mesh method to simulate the evolution of the bed elevation. We use the finite area method to project data between the three-dimensional flow model and the two-dimensional(2D) scour model. We also improved the 2D sand slide method and added it to the scour model to correct the bed bathymetry when the bed slope angle exceeds the angle of repose. Moreover, to validate our scour model, we conducted and compared the results of three experiments with those of the developed model. The validation results show that our developed model can reliably simulate local scour. 展开更多
关键词 suspended validate adopt slide correct negligible hydraulic elevation turbulence projection
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