港工技术
港工技術
항공기술
Port Engineering Technology
2015年
5期
6-9
,共4页
赤道几内亚巴塔港%防波堤%MIKE21%泊稳波高%优化设计
赤道幾內亞巴塔港%防波隄%MIKE21%泊穩波高%優化設計
적도궤내아파탑항%방파제%MIKE21%박은파고%우화설계
Bata port of Equatorial Guinea%breakwater%MIKE21%berthing wave height%optimum design
本文以改进的 Boussinesq 方程为理论控制方程，采用 MIKE21-BW 数值模型对赤道几内亚巴塔港防波堤延长的四种设计方案进行可行性数值模拟对比研究。通过计算4种方案在设计高水位、W 向波浪作用下各测点的泊稳波高，为防波堤结构进行优化设计。
本文以改進的 Boussinesq 方程為理論控製方程，採用 MIKE21-BW 數值模型對赤道幾內亞巴塔港防波隄延長的四種設計方案進行可行性數值模擬對比研究。通過計算4種方案在設計高水位、W 嚮波浪作用下各測點的泊穩波高，為防波隄結構進行優化設計。
본문이개진적 Boussinesq 방정위이론공제방정，채용 MIKE21-BW 수치모형대적도궤내아파탑항방파제연장적사충설계방안진행가행성수치모의대비연구。통과계산4충방안재설계고수위、W 향파랑작용하각측점적박은파고，위방파제결구진행우화설계。
The improved equation Boussinesq has been used as the theoretical control equation, which adopts the numerical model MIKE21-BW to carry out the numerical simulation, comparison and study of four feasibility proposals for extending the breakwater of Bata Port, Equatorial Guinea. In addition, the optimum design of the breakwater has been made through calculating the berthing wave heights at different survey points under the design high water level or wave force in W direction based on the above four proposals.
