摘要
阐述了一种考虑波流耦合作用的准三维近岸流模型SHORECIRC,该模型耦合了REF/DIF波浪模型(折/绕射模型)对近岸流进行模拟计算。基于该模型,将模拟结果与Borthwick等人在英国海岸工程研究所做的实验进行对比,验证了模型的正确性和适用性。在此基础上,进一步分析了波浪入射波高、入射角度、底摩阻及驼峰高度对裂流的影响,得出了一些有用的结论。
This paper describes the quasi-3D nearshore circulation model SHORECIRC, which is coupled with the wave model REF/DIF and considers the interaction between wave and current. Comparing the numerical results with the laboratory measurements, we found that the model is very valid and applicable. Based on this model, we analyze the effects of the change of wave height, wave's incident angle, bottom friction coefficient and topography on rip current, and some useful conclusions are reached.
出处
《水运工程》
北大核心
2007年第3期12-17,43,共7页
Port & Waterway Engineering