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浙江大学学报(工学版)
浙江大学学报(工学版)  2022, Vol. 56 Issue (1): 128-136    DOI: 10.3785/j.issn.1008-973X.2022.01.014
土木工程、水利工程     
基于新型三维辐射应力的近岸波流耦合模型
纪超1(),张庆河2,*(),马殿光1,吴岳峰2,姜奇3
1. 交通运输部天津水运工程科学研究所 工程泥沙交通运输行业重点实验室, 天津 300456
2. 天津大学 水利工程仿真与安全国家重点实验室, 天津 300350
3. 中交第一航务工程勘察设计院有限公司, 天津 300222
Nearshore coupled wave-current model based on new three-dimensional radiation stress formulation
Chao JI1(),Qing-he ZHANG2,*(),Dian-guang MA1,Yue-feng WU2,Qi JIANG3
1. Key Laboratory of Engineering Sediment, Tianjin Research Institute for Water Transport Engineering, Ministry of Transport, Tianjin 300456, China
2. State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300350, China
3. CCCC First Harbor Consultants Limited Company, Tianjin 300222, China
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摘要：

为了合理模拟近岸波流运动，基于考虑海底坡度影响的新型三维辐射应力公式，建立近岸三维波流耦合数学模型. 该模型引入2种波面水滚模式，考虑波浪附加水平紊动效应. 采用大量实测数据对所建模型进行验证. 结果表明，利用该模型可以较好地模拟近岸波浪传播以及增减水、沿岸流、底部离岸流、裂流等不同的近岸波生流现象. 该模型采用的波流耦合方式能够全面地反映近岸波流的相互作用，新型三维辐射应力公式较其他公式可以更准确地描述波生流的垂向结构. 对于不同的近岸流算例，获得更准确的模拟结果可能需要采用不同的水滚模式，说明更具普适性的水滚模型有待进一步的研究. 考虑波浪水平紊动会使模型计算出的流速平面分布更平滑，避免出现过于突兀的流场结果.
关键词： 三维辐射应力;  耦合模型;  波流相互作用;  波生流;  波面水滚;  波浪附加紊动    
Abstract:

A three-dimensional coupled wave-current model was established based on a new three-dimensional radiation stress formulation including the beach slope effects in order to reasonably simulate the nearshore waves and circulations. Two kinds of surface roller models were implemented, and the wave-induced horizontal turbulent mixing effects were included in the coupled model. A number of experimental cases were used to validate the established model. The validation results show that the model can accurately simulate the nearshore wave propagation and various wave-induced circulation phenomena, including the wave setup, longshore current, undertow and rip current. The present wave-current coupling system can comprehensively describe the nearshore wave-current interaction, and the new three-dimensional radiation stress formulation used in the model can provide better performances than the other formulations for vertical flow structure simulations. The different surface roller models were used to obtain more accurate simulation results for different nearshore circulation cases, indicating that a more generally appropriate surface roller model requires further investigation. The wave-induced horizontal turbulent mixing can make the flow field smoother and avoid a too sharp velocity distribution.
Key words: three-dimensional radiation stress    coupled model    wave-current interaction    wave-induced circulation    surface roller    wave-induced turbulent mixing
收稿日期: 2021-01-18 出版日期: 2022-01-05
CLC:  P 753  
基金资助: 国家自然科学基金资助项目（U1906231，51679161）；中央级公益性科研院所基本科研业务费资助项目（TKS20200410）
通讯作者: 张庆河     E-mail: jichao@tiwte.ac.cn;qhzhang@tju.edu.cn
作者简介: 纪超（1991—），男，助理研究员，博士，从事海岸动力学的研究. orcid.org/0000-0002-1218-5650. E-mail： jichao@tiwte.ac.cn
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纪超
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姜奇

引用本文:

纪超,张庆河,马殿光,吴岳峰,姜奇. 基于新型三维辐射应力的近岸波流耦合模型[J]. 浙江大学学报(工学版), 2022, 56(1): 128-136.

Chao JI,Qing-he ZHANG,Dian-guang MA,Yue-feng WU,Qi JIANG. Nearshore coupled wave-current model based on new three-dimensional radiation stress formulation. Journal of ZheJiang University (Engineering Science), 2022, 56(1): 128-136.

链接本文:

https://www.zjujournals.com/eng/CN/10.3785/j.issn.1008-973X.2022.01.014    或    https://www.zjujournals.com/eng/CN/Y2022/V56/I1/128

图 1  耦合模型的变量交换
图 2  斜向波实验波高、增减水及沿岸流验证
图 3  正向波实验波高、增减水及底部离岸流验证
图 4  DUCK94实验的波高分布验证
图 5  DUCK94实验的近岸波生流垂向分布验证
图 6  裂流算例的波浪场与流场计算结果
图 7  裂流算例不同剖面处向离岸流无量纲流速验证
图 8  仅采用波浪模型与采用耦合模型计算出的裂流实验组次T的波浪场
图 9  仅采用波浪模型与采用耦合模型计算出的裂流实验组次T的y = 8.5 m剖面处波高分布与实测数据比较
图 10  采用不同辐射应力公式计算得到的底部离岸流与实测数据比较
图 11  裂流算例采用不同辐射应力公式计算得到的向离岸流无量纲流速与实测数据比较
图 12  采用不同水滚模式计算得到的增减水及沿岸流与实测数据比较
图 13  采用不同水滚模式计算得到的底部离岸流与实测数据比较
图 14  波浪附加水平紊动对沿岸流分布的影响
图 15  波浪附加水平紊动对裂流分布的影响
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