首页|台风"烟花"过境宁波港大榭码头波流耦合动力特性分析

台风"烟花"过境宁波港大榭码头波流耦合动力特性分析

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基于FVCOM-SWAVE波流耦合模型,对宁波海域在2106号台风"烟花"影响下的水动力特性进行了数值模拟。结果表明:该区域天文潮流场呈现出典型的半日潮特征,宁波海域水流主要为西北-东南向的往复流,大潮时流速可达2。0 m/s,大榭码头海域因地形优势流速相对稳定,但局部易形成急流。台风"烟花"与天文大潮叠加,导致沿岸及码头面临风暴潮增水威胁,大榭码头增水尤为严重,最大达139。0 cm。极端波浪对杭州湾及宁波海域有显著影响,但大榭码头受岛屿屏障保护,整体受波浪影响较小。台风登陆前后,杭州湾海域流场变化剧烈,形成涡旋并加大流速,大榭码头则主要受潮流影响,需警惕局部涡旋对码头海床的冲刷侵蚀。本研究为宁波港大榭码头的泥沙淤积和防灾减灾提供了重要的水动力环境参考。
Analysis of dynamic characteristics of wave-current coupling during Typhoon"In-fa"over Daxie Terminal of Ningbo Port
Utilizing the FVCOM-SWAVE wave-current coupling model,this study numerically simulated the hydrodynamic characteristics of the Ningbo sea area under the influence of Typhoon"In-fa".The results indicate that the astronomical tidal current field in this region exhibited typical semi-diurnal tide characteristics.The water flow in the Ningbo sea area was primarily a reciprocating flow from northwest to southeast,with flow velocities reaching up to 2.0 m/s during spring tides.At Daxie Terminal,although the flow velocity remained relatively stable due to the advantageous terrain,rapids were prone to formation locally.Due to the superposition of Typhoon"In-fa"and astronomical tides,coastal and terminal areas faced the threat of storm surge,with Daxie Terminal experiencing particularly severe water level increases,which reached up to 139.0 cm.Extreme waves significantly impacted Hangzhou Bay and the Ningbo sea area.However,Daxie Terminal is protected by island barriers,which mitigated the overall wave impact.Before and after the typhoon's landfall,the changes of flow field in Hangzhou Bay were dramatic,forming vortices and increasing flow velocities.In contrast,Daxie Terminal was mainly affected by tidal currents,which necessitated vigilance regarding local vortex-induced scour and erosion on the terminal's seabed.This study provides crucial hydrodynamic environment reference for sedimentation and disaster prevention and mitigation at Daxie Terminal of Ningbo Port.

storm surgeterminalwave-current couplingFVCOM-SWAVEnumerical simulation

曹旭辉、陈杰、蒋昌波、伍志元、姚震、张志成

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长沙理工大学 水利与环境工程学院,湖南 长沙 410114

长沙理工大学 水沙科学与水灾害防治湖南省重点实验室,湖南 长沙 410114

长沙理工大学 洞庭湖水环境治理与生态修复湖南省重点实验室,湖南 长沙 410114

湖南工业大学,湖南 株洲 412007

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风暴潮 码头 波流耦合 FVCOM-SWAVE 数值模拟

2024

交通科学与工程
长沙理工大学

交通科学与工程

影响因子:0.444
ISSN:1674-599X
年,卷(期):2024.40(6)