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波浪在陡坡上传播演化破碎特性试验研究 被引量:1

Experimental Study on Wave Propagation and Evolution Characteristics of Wave-breaking on Steep Slope
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摘要 文中选取不同波浪入射参数和水深,分析了波浪在陡坡上传播破碎规律,采用高速摄像机对卷破破碎组次进行拍摄,结合频谱分析对陡坡上波浪破碎形态、破碎位置、波能演化特性进行研究.结果表明:对于卷破破碎波,影响最大的因素是水深,其次是波高和周期.卷破波破碎的过程是水团和卷舌不断演化扩大最后消失的过程,是波能从低频向高频转换的过程,高倍频向主频及次频转移最终趋于稳定标志着卷破破碎的结束. Selecting different wave incident parameters and water depths,the law of wave propagation and breaking on steep slopes was analyzed.High-speed camera was used to photograph the rolling and breaking groups,and the wave breaking shape,breaking position and wave energy evolution characteristics on steep slope were studied in combination with frequency spectrum analysis.The results show that the water depth is the most important factor,followed by wave height and period.The breaking process of rolling wave is the process that water mass and rolling tongue constantly evolve,expand and finally disappear,and it is the process that wave energy changes from low frequency to high frequency.The shift of high frequency to primary frequency and secondary frequency finally tends to be stable,which indicates the end of rolling and breaking.
作者 李威 李廷秋 LI Wei;LI Tingqiu(School of Naval Architecture,Ocean and Energy Power Engineering,Wuhan University of Technology,Wuhan 430063,China)
出处 《武汉理工大学学报(交通科学与工程版)》 2024年第1期62-66,共5页 Journal of Wuhan University of Technology(Transportation Science & Engineering)
基金 国家自然科学基金重点国际合作研究项目(51720105011) 工信部高技术船舶科研项目(工信部装函[2019]357号) 交通运输部长江航务管理局重点项目(SXHXGZ-2021-3) 国家部委基金资助项目(K10502-150-010-01)。
关键词 波浪传播 卷破波 破碎特征 模型试验 卷舌 wave propagation plunging wave breaker characteristics model experiment plunging jet
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  • 1赵子丹,张庆河,刘海青.波浪在珊瑚礁及台阶式地形上的传播[J].海洋通报,1995,14(4):1-10. 被引量:21
  • 2易嘉钰.南海珊瑚礁盘人工岛建筑.第六届全国海岸工程学术讨论会论文摘要[M].,1991..
  • 3易嘉钰,第六届全国海岸工程学术讨论会论文摘要,1991年
  • 4YOUNG I R.Wave transformation over coral reefs[J].J.Geophys.Res.,1980,94(C7):9779-9789.
  • 5HARDY T A,YOUNG I R,NELSON R C,et al.Wave attenuation on an offshore coral reef[C]//Proceedings of 22nd Coastal Eng.Conf.,ASCE.1990,1:330-334.
  • 6MUNK W H.The solitary wave theory and its application to surf problems[J].Ann.of the New York Academy of Sciences,1949,54(3):376-424.
  • 7KOMAR P D,GAUGHAN M K.Airy wave theory and breaker height prediction[C]//Proceedings of 13th Coastal Engineering Conf.,1972(1):405-418.
  • 8GODA Y A.Synthesis of breaker indices[J].Trans.of ASCE,1970,2(part2):227-229.
  • 9JTS-145-2-2013,海港水文规范[S].北京:人民交通出版社,2013.
  • 10DALLY W R,et al.Wave height variation across beaches of arbitrary profile[S].J Geophysics Res.,90(C6):11917-11927.

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