一种方箱型防波堤概念设计及水动力性能分析
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摘要
为了防御海浪对港域的侵袭,以维持港内水域的平稳,本文提出方箱型浮式防波堤概念设计方案,重点分析本设计方案下的方箱型浮式防波堤水动力参数,并对其模型进行完全时域耦合分析,研究方箱型浮式防波堤各主要模态运动响应幅值及系泊缆索的顶端张力。通过规范对比分析,确定方箱型浮式防波堤系泊系统设计的合理性,为工程的实际应用提供一定的理论依据。
引文
[1]董华洋.浮箱-水平板式防波堤水动力特性研究[D].大连:大连理工大学,2009.
[2]吴静萍,王仁康,郑晓伟.漂浮式防波堤的试验研究[J].武汉理工大学学报,2001,25(1):91-93.
[3]Abul-Azm A G,Gesraha M R.Approximation to the hydrodynamics of floating pontoons under oblique waves[J].Ocean Engineering,2000,27:365-384.
[4]邱大洪.海岸和近海工程学科中的科学技术问题[J].大连理工大学学报,2000,40(6):631-637.
[5]李玉成.海洋工程技术进展与对发展我国海洋经济的思考[J].大连理工大学学报,2002,42(1):1-5.
[6]王永学.海洋资源可持续发展与环境[J].国际学术动态,1998,1:77-78.
[7]胡嵋,李大鸣,秦崇仁.底浮箱式防波堤消浪性能、锚链张力及运动轨迹的试验研究[J].港工技术,2008,184:10-13.
[8]程建生,缪国平,王景全.圆弧型浮式防波堤防浪效果的解析研究[J].上海交通大学学报,2006,40:1772-1777.
[9]Loukogeorgaki E,Angelides D C.Stiffness of mooring lines and performance of floating breakwater in three dimensions[J].Applied Ocean Research,2005,27:187-208.
[10]Koutandos E V,Karambas T V,Koutitas C G.Floating breakwater response to waves action using a Boussinesq model coupled with a 2DV Ellipitic Solver[J].Journal of Waterway,Port,Coastal and Ocean Engineering,2004,130(2):243-255.
[11]Koftis T,Prinos P.2D-V Hydrodynamics of Double Floating Breakwaters[J].International Conference on Coastal Dynamics,Barcelona,Spain,2005.
[12]Rahman M A,Mizutani N,Kawasaki K.Numerical modeling of dynamic responses and mooring forces of submerged floating breakwater[J].Coastal Engineering,2006,53:799-815.
[2]吴静萍,王仁康,郑晓伟.漂浮式防波堤的试验研究[J].武汉理工大学学报,2001,25(1):91-93.
[3]Abul-Azm A G,Gesraha M R.Approximation to the hydrodynamics of floating pontoons under oblique waves[J].Ocean Engineering,2000,27:365-384.
[4]邱大洪.海岸和近海工程学科中的科学技术问题[J].大连理工大学学报,2000,40(6):631-637.
[5]李玉成.海洋工程技术进展与对发展我国海洋经济的思考[J].大连理工大学学报,2002,42(1):1-5.
[6]王永学.海洋资源可持续发展与环境[J].国际学术动态,1998,1:77-78.
[7]胡嵋,李大鸣,秦崇仁.底浮箱式防波堤消浪性能、锚链张力及运动轨迹的试验研究[J].港工技术,2008,184:10-13.
[8]程建生,缪国平,王景全.圆弧型浮式防波堤防浪效果的解析研究[J].上海交通大学学报,2006,40:1772-1777.
[9]Loukogeorgaki E,Angelides D C.Stiffness of mooring lines and performance of floating breakwater in three dimensions[J].Applied Ocean Research,2005,27:187-208.
[10]Koutandos E V,Karambas T V,Koutitas C G.Floating breakwater response to waves action using a Boussinesq model coupled with a 2DV Ellipitic Solver[J].Journal of Waterway,Port,Coastal and Ocean Engineering,2004,130(2):243-255.
[11]Koftis T,Prinos P.2D-V Hydrodynamics of Double Floating Breakwaters[J].International Conference on Coastal Dynamics,Barcelona,Spain,2005.
[12]Rahman M A,Mizutani N,Kawasaki K.Numerical modeling of dynamic responses and mooring forces of submerged floating breakwater[J].Coastal Engineering,2006,53:799-815.