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摘要:
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文章从相对成熟的直立墙波浪力计算理论出发 ,通过数学拟合手段推导出直立墙的波浪力简化公式 ,并基于线性波浪绕射理论求解直立圆柱墙上波浪力的烦琐计算公式 ,拟合出圆柱墙波浪力的简化计算公式及相应计算修正系数。
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Based on the well-developed calculation theories for wave forces on a vertically-faced wall and mathematical simulation, simplified methods for wave force calculations have been suggested. Furthermore, a simplified equation, together with corrective coefficients, for wave forces on a vertical wall formed by cylinders has been derived from the precise solution based on the diffusion theory for linear waves.
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基金项目:
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作者简介:
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参考文献:
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[1] LiuL iping.SimplifiedMethod forCalculatingStandingWavePressure onVerticalBreakwater[J].ChinaOceanEngineering,1991,(5):484-492.
[2]贾影.直立圆柱墙上波浪力计算[J].大连水产学院学报, 1994,(9):57-65.
[3] 邱大洪.波浪理论及其在工程上的应用[M].北京:高等教育出版社,1985.
[4] JTJ213-98,海港水文规范[S].
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