浙江大学学报(理学版)
浙江大學學報(理學版)
절강대학학보(이학판)
JOURNAL OF ZHEJIANG UNIVERSITY
2010年
1期
117-122
,共6页
SWAN模型%数值模拟%绕射%港池
SWAN模型%數值模擬%繞射%港池
SWAN모형%수치모의%요사%항지
SWAN model%numerical simulation%diffraction%port basin
将缓坡方程引入到SWAN波浪谱模型,修改了波浪谱方程中传播速度的表达式,从而改进其在计算波浪绕射作用的不足.选用美国Delaware大学波浪水池实验资料对改进后的SWAN模型进行检验,计算结果与实测值吻合较好,表明SWAN模型能有效模拟近岸复杂地形下的波浪传播.将模型应用于琵琶门电厂港池内波浪的传播计算,分析防波堤4种不同的布置方式下港池内波浪有效波高分布图.研究发现,防波堤走向布置对改善港池内的泊稳条件有显著作用,而防波堤口门大小的作用相对较小,为有效掩护整个港池,防波堤布置方式应尽量垂直于波浪传播方向.本文成果对类似海岸工程有借鉴意义.
將緩坡方程引入到SWAN波浪譜模型,脩改瞭波浪譜方程中傳播速度的錶達式,從而改進其在計算波浪繞射作用的不足.選用美國Delaware大學波浪水池實驗資料對改進後的SWAN模型進行檢驗,計算結果與實測值吻閤較好,錶明SWAN模型能有效模擬近岸複雜地形下的波浪傳播.將模型應用于琵琶門電廠港池內波浪的傳播計算,分析防波隄4種不同的佈置方式下港池內波浪有效波高分佈圖.研究髮現,防波隄走嚮佈置對改善港池內的泊穩條件有顯著作用,而防波隄口門大小的作用相對較小,為有效掩護整箇港池,防波隄佈置方式應儘量垂直于波浪傳播方嚮.本文成果對類似海岸工程有藉鑒意義.
장완파방정인입도SWAN파랑보모형,수개료파랑보방정중전파속도적표체식,종이개진기재계산파랑요사작용적불족.선용미국Delaware대학파랑수지실험자료대개진후적SWAN모형진행검험,계산결과여실측치문합교호,표명SWAN모형능유효모의근안복잡지형하적파랑전파.장모형응용우비파문전엄항지내파랑적전파계산,분석방파제4충불동적포치방식하항지내파랑유효파고분포도.연구발현,방파제주향포치대개선항지내적박은조건유현저작용,이방파제구문대소적작용상대교소,위유효엄호정개항지,방파제포치방식응진량수직우파랑전파방향.본문성과대유사해안공정유차감의의.
The mild-slope equation was used to change the expressions for the speeds of wave propagation in the SWAN spectral equation, which overcomes the shortage in the diffraction computation with spectral model. Computational results from the improved SWAN model agree with observations in wave basin at the University of Delaware. This shows that the improved model can preferably simulate the propagation of wave on complicated topography. The model was applied to compute the spread of wave in the port basin of Pipamen power station, and to analyze the significant wave height under four different layouts of breakwaters. Research discovered that the orientation of the breakwater was remarkable for the improvement of the mooring basin conditions, and that the width of breakwater entrances played a small role. Therefore, breakwater extension should be perpendicular to the direction of wave propagation in order to effectively cover the entire basin. This is a significant reference for similar coastal structures.