准椭圆沉箱波浪力的试验与数值研究
|
摘要
为适应船舶大型化、降低投资成本以及缩短工期的需要,当前深水港口建设常选在天然水深条件好或稍经疏浚的离岸深水区域且为开敞式码头。准椭圆沉箱是一种有广阔应用前景的新型深水开敞式码头结构型式,其水平断面由前后两个半圆和中间矩形三部分构成。相比传统的圆沉箱,准椭圆沉箱适合预制巨型沉箱。码头上部结构安置于一排准椭圆沉箱基础上,能有效避免采用两排圆沉箱导致的基床不均匀沉降问题。不开孔准椭圆沉箱首次应用于大连港矿石码头二期工程,有效地降低了码头面高程,实现了较好的使用性能、安全性能与经济效益。目前,关于准椭圆沉箱新结构的水动力特性研究工作还很少,尤其是开孔准椭圆沉箱。因此,开展准椭圆沉箱的水动力特性研究具有重要的实际意义和推广应用价值。
本文应用物理模型试验和数值模型计算相结合的手段,对不开孔准椭圆沉箱和开孔准椭圆沉箱的波浪力进行了系统地研究。
首先,本文开展了规则波和不规则波作用下不开孔与开孔准椭圆沉箱群墩波浪力的试验研究,分析了相对间距、入射波向、相对波高等因素对不开孔与开孔准椭圆沉箱群墩波浪力的影响；并对不开孔与开孔准椭圆沉箱群墩波浪力进行了比较。
其次,本文建立了计算不开孔准椭圆沉箱单墩波浪力的频域数值计算模型。应用二维源分布法对不开孔准椭圆沉箱单墩规则波波浪力进行了数值模拟。基于二维源分布法得到不规则波浪的各个组成波作用于结构上的波浪力分量,应用波谱分析方法给出不同累积概率下作用于结构上的不规则波波浪力。计算结果与解析解、试验结果的比较验证,显示了该频域计算模型的正确性和有效性。应用该频域模型研究了入射波向、相对长宽比等因素与不开孔准椭圆沉箱单墩波浪力之间的关系。
最后,本文建立了波浪与开孔准椭圆沉箱相互作用的三维时域数值计算模型。应用有限差分方法直接求解三维N-S方程,采用VOF方法跟踪流体自由表面。引入部分单元体方法处理开孔准椭圆沉箱边界并取得良好效果。基于椭余波理论,设置了规则波数值造波边界；采用海绵层阻尼消波和Sommerfeld辐射条件相结合的方法解决水槽末端的波浪反射问题,海绵层内的衰减系数选取为根号形式。时域数值模型的有效性进行了验证,应用该时域模型研究了开孔准椭圆沉箱单墩与群墩周围的流场与波面特征,开孔准椭圆沉箱波浪力也进行了数值研究并与不开孔准椭圆沉箱波浪力进行了比较。
At present, the open wharves are often constructed in the deep water regions that keep far away from the seashore for the large ships, in order to cut the investment cost and shorten the construction period. Quasi-ellipse caisson is a new type of structure ideally suited for open deep-water wharves with extensive application prospect. And it is made up of three parts, front and rear parts of the caisson are the semicircle sections, the middle part of the caisson is a rectangular section. Compared with conventional circular caissons, the quasi-ellipse caissons are a better choice for large-scale precast concrete caissons, because differential settlement of the foundation poses less of a risk to an upper wharf structure supported by one row of quasi-ellipse caissons in comparison with the two rows of circular caissons. The gravity dolphin wharf supported by the solid quasi-ellipse caissons was first used by the Dalian Ore Terminal PhaseⅡProject, it helped to lower the top elevation of the wharf significantly and provide better service functions, safety performance, and economic efficiency. At present, fewer studies have been made on hydrodynamic characteristics of the quasi-ellipse caisson, especially for the perforated quasi-ellipse caisson. Therefore, studying hydrodynamic characteristics of the quasi-ellipse caisson has very important practical meaning and popularization value.
This paper presents the experiment investigation and numerical simulation of the wave forces on the solid quasi-ellipse caisson and the perforated quasi-ellipse caisson.
Firstly, the experimental investigation of the regular wave forces and irregular wave forces on the solid multiple quasi-ellipse caissons and the perforated multiple quasi-ellipse caissons is conducted. The relation between the wave forces on the multiple quasi-ellipse caissons and the parameters such as relative interval, incident wave direction, relative wave height and so on is analyzed. In addition, the wave forces of the perforated multiple quasi-ellipse caissons are compared with that of the solid multiple quasi-ellipse caissons.
Secondly, the frequency-domain numerical model of wave forces on a solid quasi-ellipse caisson is developed in the thesis. On the basis of the two-dimensional source representation method, the regular wave forces on the solid quasi-ellipse caisson are obtained. The wave force of the n-th component wave on the solid quasi-ellipse caisson is calculated based on two-dimensional source representation method, the random wave forces of different cumulative probability on the solid quasi-ellipse caisson are obtained by the method of spectrum analysis. Compared with the results of the analytical solutions and experiments, the frequency-domain numerical model proves to be correct and effective. The numerical model is used to investigate the relation between wave forces and the parameters such as incident wave direction, relative length-width ratio and so on.
Finally, the three-dimensional numerical model of wave interaction with perforated quasi-ellipse caisson in time domain is established. The Navier-Stokes equations are solved by the finite difference method, and VOF is employed to trace the free surface. The boundary of the perforated quasi-ellipse caisson is treated by the partial cell method and good effect is obtained. Based on the Cnoidal wave theory, wave-maker is set; combining with the numerical sponge layer and SRC radiation condition achieve the damping elimination to the incident wave, the radical sign style of the attenuation quotient is chosen. The numerical model is verified and used to investigate the characteristics of flow field and wave surface around the perforated single quasi-ellipse caisson and the perforated multiple quasi-ellipse caissons, the wave forces on the perforated quasi-ellipse caisson is also carried out, and it is compared with that of the solid quasi-ellipse caisson.
本文应用物理模型试验和数值模型计算相结合的手段,对不开孔准椭圆沉箱和开孔准椭圆沉箱的波浪力进行了系统地研究。
首先,本文开展了规则波和不规则波作用下不开孔与开孔准椭圆沉箱群墩波浪力的试验研究,分析了相对间距、入射波向、相对波高等因素对不开孔与开孔准椭圆沉箱群墩波浪力的影响；并对不开孔与开孔准椭圆沉箱群墩波浪力进行了比较。
其次,本文建立了计算不开孔准椭圆沉箱单墩波浪力的频域数值计算模型。应用二维源分布法对不开孔准椭圆沉箱单墩规则波波浪力进行了数值模拟。基于二维源分布法得到不规则波浪的各个组成波作用于结构上的波浪力分量,应用波谱分析方法给出不同累积概率下作用于结构上的不规则波波浪力。计算结果与解析解、试验结果的比较验证,显示了该频域计算模型的正确性和有效性。应用该频域模型研究了入射波向、相对长宽比等因素与不开孔准椭圆沉箱单墩波浪力之间的关系。
最后,本文建立了波浪与开孔准椭圆沉箱相互作用的三维时域数值计算模型。应用有限差分方法直接求解三维N-S方程,采用VOF方法跟踪流体自由表面。引入部分单元体方法处理开孔准椭圆沉箱边界并取得良好效果。基于椭余波理论,设置了规则波数值造波边界；采用海绵层阻尼消波和Sommerfeld辐射条件相结合的方法解决水槽末端的波浪反射问题,海绵层内的衰减系数选取为根号形式。时域数值模型的有效性进行了验证,应用该时域模型研究了开孔准椭圆沉箱单墩与群墩周围的流场与波面特征,开孔准椭圆沉箱波浪力也进行了数值研究并与不开孔准椭圆沉箱波浪力进行了比较。
At present, the open wharves are often constructed in the deep water regions that keep far away from the seashore for the large ships, in order to cut the investment cost and shorten the construction period. Quasi-ellipse caisson is a new type of structure ideally suited for open deep-water wharves with extensive application prospect. And it is made up of three parts, front and rear parts of the caisson are the semicircle sections, the middle part of the caisson is a rectangular section. Compared with conventional circular caissons, the quasi-ellipse caissons are a better choice for large-scale precast concrete caissons, because differential settlement of the foundation poses less of a risk to an upper wharf structure supported by one row of quasi-ellipse caissons in comparison with the two rows of circular caissons. The gravity dolphin wharf supported by the solid quasi-ellipse caissons was first used by the Dalian Ore Terminal PhaseⅡProject, it helped to lower the top elevation of the wharf significantly and provide better service functions, safety performance, and economic efficiency. At present, fewer studies have been made on hydrodynamic characteristics of the quasi-ellipse caisson, especially for the perforated quasi-ellipse caisson. Therefore, studying hydrodynamic characteristics of the quasi-ellipse caisson has very important practical meaning and popularization value.
This paper presents the experiment investigation and numerical simulation of the wave forces on the solid quasi-ellipse caisson and the perforated quasi-ellipse caisson.
Firstly, the experimental investigation of the regular wave forces and irregular wave forces on the solid multiple quasi-ellipse caissons and the perforated multiple quasi-ellipse caissons is conducted. The relation between the wave forces on the multiple quasi-ellipse caissons and the parameters such as relative interval, incident wave direction, relative wave height and so on is analyzed. In addition, the wave forces of the perforated multiple quasi-ellipse caissons are compared with that of the solid multiple quasi-ellipse caissons.
Secondly, the frequency-domain numerical model of wave forces on a solid quasi-ellipse caisson is developed in the thesis. On the basis of the two-dimensional source representation method, the regular wave forces on the solid quasi-ellipse caisson are obtained. The wave force of the n-th component wave on the solid quasi-ellipse caisson is calculated based on two-dimensional source representation method, the random wave forces of different cumulative probability on the solid quasi-ellipse caisson are obtained by the method of spectrum analysis. Compared with the results of the analytical solutions and experiments, the frequency-domain numerical model proves to be correct and effective. The numerical model is used to investigate the relation between wave forces and the parameters such as incident wave direction, relative length-width ratio and so on.
Finally, the three-dimensional numerical model of wave interaction with perforated quasi-ellipse caisson in time domain is established. The Navier-Stokes equations are solved by the finite difference method, and VOF is employed to trace the free surface. The boundary of the perforated quasi-ellipse caisson is treated by the partial cell method and good effect is obtained. Based on the Cnoidal wave theory, wave-maker is set; combining with the numerical sponge layer and SRC radiation condition achieve the damping elimination to the incident wave, the radical sign style of the attenuation quotient is chosen. The numerical model is verified and used to investigate the characteristics of flow field and wave surface around the perforated single quasi-ellipse caisson and the perforated multiple quasi-ellipse caissons, the wave forces on the perforated quasi-ellipse caisson is also carried out, and it is compared with that of the solid quasi-ellipse caisson.
引文
[1]徐舜华,岳小文.国外石油海运发展及其对我国的启示[J].国际石油经济,2007,(9)：15-18.
[2]杨奡.大型集装箱码头与大型原油码头投资策略的差异性分析[D]：(硕士学位论文).上海：上海交通大学,2008.
[3]周珏如.进口铁矿石港口网络布局研究[D]：(硕士学位论文).上海：上海交通大学,2008.
[4]季则舟,胡世津.海运船舶现伏和发展趋势及对我国港口建设的影响[J].交通建设与管理,2008,(12)：51-56.
[5]潘海涛, 傅蓉华.世界大型油轮的发展和我国原油码头的建设规模[J].水运工程,2005,(4)：42-47.
[6]朱汝敬.灵便型散货船的大型化趋势[J].般舶工业技术经济信息,1999,169(5)：11-13.
[7]杨燮庆,周丙辉.世界巴拿马型原油船／成品油船市场展望[J].般舶,2002,(3)：9-17.
[8]王伟福.山东省原油码头综合评价分析及对策研究[D]：(硕士学位论文).大连：大连海事大学,2008.
[9]潘友全.国际集装箱运输发展趋势[J].集装箱运输,2007,(8)：13-15.
[10]小舸.未来集装箱船的超大化[J].中国船检,2004,(3)：78-80.
[11]卢永昌.大型深水沉箱码头设计施工优化研究[D]：(硕士学位论文).南京：河海大学,2007.
[12]吴涛,孙树民.深水开敞式码头结构型式的发展概况[J].广东造船,2001,(3)：49-51.
[13]邱大洪,王永学.21世纪海岸和近海工程的发展趋势[J].自然科学进展,2000,10(11)：982-986.
[14]谢世楞.对开敞式码头设计工作和结构型式的展望[J].港口工程,1987,(2)：16-21.
[15]宗泽.离岸深水码头全直桩结构分析[D]：(硕士学位论文).南京：河海大学,2007.
[16]赵石峰.大型开敞式深水码头建设关键技术研究[D]：(硕士学位论文).大连：大连理工大学,2008.
[17]刘祺.开敞式深水码头复合结构优化研究[D]：(硕士学位论文).大连：大连理工大学,2008.
[18]周晓春.册子岛30万吨级原油码头工程设计方案研究[D]：(硕士学位论文).南京：河海大学,2006.
[19]竺存宏,顾绳仁,孙精石.深水码头结构型式探讨[J].港口工程,1987,(2)：49-52.
[20]张志明,胡家顺.我国大型开敞式码头结构设计与施工技术现状及发展趋势探讨[C].港口工程分会技术交流文集,2005：91-100.
[21]JARLAN G E. A perforated wall breakwater [J]. The Dock and Harbour Authority, 1961,41(486):394-398.
[22]TERRET F L, OSORIO J D C, and LEAN G H. Model studies of a perforated breakwaters [C]. Proceedings of 11th Coastal Engineering Conference,1968,3:1104-1120.
[23]MARKS M, and JARLAN G E. Experimental study on a fixed perforated breakwater [C]. Proceedings of 11th Coastal Engineering Conference,1968,3:1121-1140.
[24]TANIMOTO K, and TAKAHASHI S. Design and construction of caisson breakwaters-the Japanese experience [J]. Coastal Engineering,1994,22:57-77.
[25]FRANCO L. Vertical breakwaters:the Italian experience [J]. Coastal Engineering, 1994,22:31-55.
[26]ISAACSON M, BALDWIN J, Allyn N et al. Wave interaction with perforated breakwater [J]. Journal of Waterway, Port, Coastal, and Ocean Engineering, ASCE,2000, 126(5):229-235.
[27]谢世楞.深水防波堤技术的最新进展-94深水防波堤国际会议报道[J].港工技术,1994,2：1-10.
[28]李炎保.韩国海岸港口工程概况[J].海洋工程,2001,19(2)：61-68.
[29]谢世楞.防波堤工程的发展与海浪研究问题[J].港工技术,1987,1：1-8.
[30]李玉成,孙大鹏等.大连港大窑湾港区11-16泊位结构断面物理模型试验报告[R].大连理工大学海岸和近海工程国家重点实验室,2002年.
[31]李玉成,张宁川.大连30万吨级原油码头工程水工模型试验研究报告[R].大连理工大学海岸和近海工程国家重点实验室,2002年.
[32]褚广强,彭玉生,胡家顺,郑天立.大连港矿石专用码头工程设计优化与创新[J].水运工程,2006,(10)：64-69.
[33]郭科,曲淑媛,张世琦,毕琳.开孔沉箱码头结构形式对消浪效果的影响[J].水运工程,2008,(2)：70-72.
[34]郑兴,王政川.开孔沉箱在港口工程中的应用实例[J].水运工程,2008,(4)：46-49.
[35]HAVELOCK T H. The pressure of water waves upon a fixed obstacle [C]. Proceedings Of the Royal Society Of London,1940, Series A, No.963,175:409-421.
[36]MACCAMY R C, FUCHS R A. Wave forces on piles:a diffraction theory [R]. Tech. Mem., 69, US Army Coastal Engineering Research Center,1954.
[37]SPRING B H, MONKMEYER P L. Interaction of plane waves with vertical cylinders [C]. Proceedings of 14th Coastal Engineering,1974, Chap.107:1828-1845.
[38]CHAKRABARTI S K. Wave forces on multiple vertical cylinders [J]. Journal of Waterway, Port, Coastal, and Ocean Engineering, ASCE,1978,104(2):147-161.
[39]邱大洪,朱大同.圆柱墩群上的波浪力[J].海洋学报,1985,7(1)：86-102.
[40]LINTON C M, EVANS D V. The interaction of waves with arrays of vertical circular cylinders [J]. Journal of Fluid Mechanics,1990,215:549-569.
[41]ZHU D T. Analysis of interaction of a plane wave with multiple cylinders [J]. China Ocean Engineering,1999,13 (4):453-458.
[42]WANG K H and REN X. Wave Interaction with a Concentric Porous Cylinder System [J]. Ocean Engineering,1994,21:343-360.
[43]赵海涛,滕斌,李广伟,林异珠.竖直截断圆柱一阶波浪力的实验研究[J].中国海洋平台,2003,18(4)：12-17.
[44]HUSEBY M, GRUE J. An experimental investigation of higher-harmonic wave forces on a vertical cylinder [J]. Journal of Fluid Mechanics,2000,414:75-103.
[45]BOO S Y. Measurements of higher harmonic wave forces on a vertical truncated circular cylinder[J]. Ocean Engineering,2006,33:219-233.
[46]FALTISEN O M, NEWMAN J N, and VINJE T. Nonlinear wave loads on a slender vertical cylinder [J]. Journal of Fluid Mechanics,1995,289:179-198.
[47]VARYANI K R. Froude-Krylov force on an offshore structure in heeled condition [C]. Proceedings of 9th International Conference on Offshore Mechanics and Arctic Engineering,1990, vol(A):79-84.
[48]NEELAMANI S, KOETHER G, SCHUTTRUMPF H,and MUTTRAY M. Wave forces on, and water-surface fluctuations around a vertical cylinder encircled by a perforated square caisson [J]. Ocean Engineering,2000,27:775-800.
[49]孙路.波浪对外壁开孔双圆筒结构的作用[D]：(博士学位论文).大连：大连理工大学,2005.
[50]VIJAYALAKSHMI K, NEELAMANI S, SUNDARAVADIVELU R, and MURALI K. Wave runup on a concentric twin perforated circular cylinder [J]. Ocean Engineering,2007, 34:327-336.
[51]WILLIAMS A N, DEMIRBILEK Z. Hydrodynamic interactions in floating cylinder arrays, Part Ⅰ-Wave scattering [J]. Ocean Engineering,1988,15:549-582.
[52]WILLIAMS AN, ABUL-AZM A G. Hydrodynamic interactions in floating cylinder arrays, Part Ⅱ-Wave radiation [J]. Ocean Engineering,1989,16:217-264.
[53]OGUZ YILMAZ, ATILLA INCECIK. Analytical solutions of the diffraction problem of a group of truncated vertical cylinders [J]. Ocean Engineering,1998, 25(6):385-394.
[54]KAGEMOTO H, YUE D K P. Interactions among multiple three-dimensional bodies in water waves:an exact algebraic method [J]. Journal of Fluid Mechanics,1986, 166:189-209.
[55]陶建华,刘连武.波浪和水流对大直径圆柱的共同作用力[J].水动力学研究与进展,1993,8(3)：265-272.
[56]TENG B, EATOCK TAYLOR R. New higher order boundary element method for wave diffraction/radiation [J]. Applied Ocean Research,1995,17:71-77.
[57]TENG B, KATOS. Third order wave force on axisymmetric bodies [J]. Ocean Engineering, 2002,29(7):815-843.
[58]王俊杰,王连堂.大尺度墩柱上的波浪力的Nystrom数值模型[J].水科学进展,2009,20(1)：124-128.
[59]SOLLITT C K, and CROSS R H. Wave transmission through porous breakwaters [C]. Proceedings of 13 th Conference on Coastal Engineering, ASCE,1972, (3):1827-1846.
[60]MADSEN 0 S, Wave Transmission through Porous Structures [J]. Journal of Waterway, Port, Coastal, and Ocean Engineering, ASCE,1974,102(1):169-188.
[61]KONDO H. Analysis of breakwaters having two porous walls [C]. Proceedings of Coastal Structures'79,1979, (2):962-977.
[62]LI Y C, LIU H J, and DONG G H. Reflection of oblique incident waves by perforated caissons with traverse wall [J]. Journal of Hydrodynamics, Ser. B,2005, 17(3):257-268.
[63]LIU Y, LI Y C, and TENG B. The reflection of oblique waves by an infinite number of partially perforated caissons [J]. Ocean Engineering,2007b,34:1965-1976.
[64]刘洪杰.斜向波与带开孔板沉箱结构的相互作用[D]：(博士学位论文).大连：大连理工大学,2003.
[65]DARWICHE M K M, WILLIAMS A N and WANG K H. Wave Interaction with Semi-porous Cylindrical Breakwater [J]. Journal of Waterway, Port, Coastal, and Ocean Engineering, ASCE,1994,120(4):382-403.
[66]WILLIAMS A N and LI W. Wave Interaction with a Semi-porous Cylindrical Breakwater Mounted on A Storage Tank [J]. Ocean Engineering,1998,25:195-219.
[67]TENG B, HAN L and LI Y C. Wave Diffraction with a Vertical Cylinder with Two Uniform Columns and Porous Outer Wall [J]. China Ocean Engineering,2000,14(3):279-306.
[68]WILLIAMS A N, LI W and WANG K H. Water Wave Interaction with a Floating Porous Cylinder [J]. Ocean Engineering,2000,27(1):1-28.
[69]WILLIAMS A N and LI W. Water Wave Interaction with an Array of Bottom-mounted Surface-piercing Porous Cylinders [J]. Ocean Engineering,2000,27(8):841-866.
[70]李玉成, 孙路, 滕斌.波浪与外壁开孔双筒柱群的相互作用[J].力学学报,2005,37(2)：141-146.
[71]滕斌,李玉成,孙路.波浪与外壁透空双筒柱的相互作用[J].中国工程科学,2001,3(10)：41-47.
[72]李玉成,孙路,滕斌.外壁开孔双筒柱群波浪力的研究[J].中国造船,2004,45卷增刊：144-152.
[73]LI Y C, SUN L, and TENG B. Wave Action on Double-cylinder Structure with Perforated Outer Wall [C]. Proceedings of 22th International Conference on Offshore Mechanics and Arctic Engineering,2003:1-8.
[74]SUN L, LI Y C, TENG B, and ZHANG N C. Wave Action on Structures of Combined Cylinders [J]. China Ocean Engineering,2005,19(3):375-384.
[75]KAPLAN P, and SILBERT M N. Impact forces on platform horizontal members in the splash zone [C].OTC,1976,2498:749-758.
[76]IWANOWSKI B, GRIGORIAN H, and SCHERF I. Subsidence of the Ekofisk platforms:wave in deck impact study. Various Wave Models and Computational Methods [C]. OMAE,2002, 28063.
[77]大连理工大学,大连港集团有限公司等.大连湾近岸工程建设关键技术问题研究研究报告[R].2007.
[78]白景涛,胡家顺.椭圆沉箱墩式码头新结构的研究与设计[J].水运工程,2006,(11)：25-30.
[79]朱国春,丁建新.椭圆沉箱悬挂舵装置的设计及使用[J].中国港湾建设,2007,150(4)：61-62.
[80]刘华印.大连LNG项目安全性研究[J].石油规划设计,2008,19(1)：15-18.
[81]董中亚.椭圆沉箱浮游稳定的计算法[J].水运工程,2008,(1)：53-59.
[82]HASSELMANN K, BERNETT T P, BOCAWS E, et al. Measurement of wind-wave growth and swell decay during the Joint North Sea Wave Project (JONSWAP) [J]. Erganzungsheft Zur Deutsches Hydrographisches Zeitschrift Reihe A8,1973, (12):7-95.
[83]GODA Y. A comparative review on the functional forms of directional wave spectrum [J]. Coastal Engineering,1999,41(1):1-20.
[84]俞聿修.随机波浪及其工程应用.大连：大连理工大学出版社,2003.
[85]ISAACSON M, and ST Q. Vertical cylinders of arbitrary section in waves [J]. Journal of Waterway, Port, Coastal, and Ocean Engineering, ASCE,1978,104(4):309-342.
[86]ISAACSON M, and ST Q. Wave forces on large square cylinder, mechanics of wave-induced forces on cylinders [C]. Ed. Shaw T. L., Pitman, London,1979:609-622.
[87]王永学.大尺度方形群墩结构的波浪荷载[J].海洋通报,1991,10(4)：66-71.
[88]李玉成,滕斌.波浪对海上建筑物的作用[M].北京：海洋出版社,2002.
[89]PARK W S. Scattering of irregular waves by vertical cylinders [J]. Coastal Engineering,2000,42(2):253-271.
[90]邱大洪,王永学.不规则波作用下圆柱墩群上的波浪力[J].海洋学报,1988,10(6)：747-756.
[91]王永学.不规则波作用下大尺度方形群墩结构的相互影响[J].海洋工程,1994,12(4)：52-58.
[92]王永学,王凤龙,李玉成.随机波浪作用下群墩结构数模与试验比较[J].海洋通报,1994,13(1)：76-83.
[93]HIRT C W, NICHOLS B D and ROMERO N C. SOLA_A:A numerical solution algorithm for transient fluid flows [R]. Los Alamos Scientific Laboratory report LA-5852,1975.
[94]NICHOLS B D and HIRT C W. Methods for Calculation Multi-dimensional, Transient Free Surface Flows Past Bodies [C]. Proc. of the first Intern Conf. Num. Ship Hydrodynamics, Gaithersburg, Maryland,1975.
[95]NICHOLS B D, HIRT C W and HOTCHKISS R S. SOLA_VOF:A solution algorithm for transient fluid flow with multiple free boundaries [R]. Los Alamos Scientific Laboratory report LA-8355,1980.
[96]HIRT C W, NICHOLS B D. Volume Of Fluid (VOF) method for the dynamics of free boundaries [J]. Journal of Computational Physics,1981,39:201-225.
[97]TORREY M D, MJOLSNESS R C, and STEIN L R. NASA-VOF3D:A Three-dimensional computer program for impressible flows with free surface [C]. Los Alamos Scientific Laboratory, LA-11009-MS, July,1987.
[98]李雪临,任冰,王永学.VOF方法中主动吸收式无反射数值造波研究[C].第二十届全国水动力学研讨会文集,2007,265-272.
[99]李雪临.波浪冲击过程的流场变化特性研究[D]：(博士学位论文).大连：大连理工大学,2009.
[100]任冰,王永学.非线性波浪对结构物的冲击作用[J].大连理工大学学报,1999,39(4)：562-566.
[101]CHEN X F, LI Y C, WANG Y X, DONG G H, and BAI X. Numerical simulation of wave interaction with perforated caisson breakwaters [J]. China Ocean Engineering,2003, 17(1):33-43.
[102]CHEN X F, LI Y C, and TENG B. Numerical and simplified methods for the calculation of the total horizontal wave force on a perforated caisson with a top cover [J]. Coastal Engineering,2007,54:67-75.
[103]陈雪峰.波浪与开孔沉箱的相互作用[D]：(博士学位论文).大连：大连理工大学,2003.
[104]王永学.任意容器液体晃动问题的数学模型[D]：(博士学位论文).大连：大连理工大学,1989.
[105]马福喜.三维带自由表明强紊动水流的数值模拟[D]：(博士学位论文).南京：河海大学,1992.
[106]齐鹏.近岸波浪对结构物作用的耦合数值模型及其工程应用[D]：(博士学位论文).大连：大连理工大学,2001.
[107]QI P, HOU Y J. A 2D/3D coupled model for wave forces on moored ships in a harbor [J]. Journal of Hydrodynamics, Ser.B,2004,16(5):633-639.
[108]HUR D S, and MIZUTANI N. Numerical estimation of the wave forces acting on a three-dimensional body on submerged breakwater [J]. Coastal Engineering,2003, 47:329-345.
[109]HUR D S, MIZUTANI N, and KIM D S. Direct 3-D numerical simulation of wave forces on asymmetric structures[J]. Coastal Engineering,2004,51:407-420.
[110]HUR D S. Deformation of multi-directional random waves passing over an impermeable submerged breakwater installed on a sloping bed [J]. Ocean Engineering,2004, 31:1295-1311.
[111]HUR D S, KIM C H, KIM D S, and YOON J S. Simulation of the nonlinear dynamic interactions between waves, a submerged breakwater and the seabed [J]. Ocean Engineering,2008,35:511-522.
[112]HUR D S, KIM C H, and YOON J S. Numerical study on the interaction among a nonlinear wave, composite breakwater and sandy seabed [J]. Coastal Engineering,2010, 57:917-930.
[113]丁兆强.波浪对透空式三维结构物的冲击作用研究[D]：(博士学位论文).大连：大连理工大学,2009.
[114]肖波.波浪槽产生椭圆余弦波的理论分析[J].港口工程,1989,(2)：11-14.
[115]WANG Y X, ZANG J, and QIU D H. Numerical model of Cnoidal wave flume [J]. China Ocean Engineering,1999,13(4):391-398.
[116]王永学.无反射造波数值波浪水槽[J].水动力学研究与进展,1994,9(2)：205-214.
[117]WANG Y X. Numerical wave channel with absorbing wave-maker [J]. China Ocean Engineering,1995,9(2):149-160.
[118]REN B, LI X L, and WANG Y X. An irregular wave maker of active absorption with VOF method [J]. China Ocean Engineering,2008,22(4):623-634.
[119]李本霞,俞聿修,张宁川.数值二维随机波浪水槽的建立与应用[J].海洋通报,2004(10),23(5)：01-09.
[120]TROCH P, ROUCK J D. Development of two-dimensional numerical wave flume for wave interaction with rubble mound breakwaters [C]. Proceedings of 26th Conference on Coastal Engineering,1998:1638-1649.
[121]ROMATE J E. Absorbing Boundary Conditions for Free Surface Waves [J]. Computational Physics,1992, Vol.99,135-145.
[122]SARPKAYA T, and ISAACSON M. Mechanics of Wave Forces on Offshore Structure [C]. Von Norstrand Reinhold, New York,1981,234-280.
[123]HINATSU M. Numerical simulation of unsteady viscous nonlinear waves using moving grid system fitted on a free surface [J]. J. Kansai Soc. Naval Archit. Jpn.,1992, 217:1-11.
[124]PETIT H A H, TONJES P, GENT M R A, and BOSCH P. Numerical simulation and validation of plunging breakers using a 2D Navier-Stokes model [C]. Proceedings of 23th International Conference on Coastal Engineering,1994:511-524.
[125]LIN P, and LIU P L. A numerical study of breaking waves in the surf zone [J]. Journal of Fluid Mechanics,1998,359:239-264.
[126]BRADFORD S F. Numerical simulation of surf zone dynamics [J]. Journal of Waterway, Port, Coastal, and Ocean Engineering, ASCE,2000,126:1-13.
[127]XIA Z S, and SUN D P. Experimental study on wave forces of regular waves acting on partially perforated caisson breakwaters. (In press)
[128]刘勇.波浪与Jarlan型开孔墙式防波堤的相互作用[D]：(博士学位论文).大连：大连理工大学,2007.
[129]邹志利.水波理论及其应用.北京：科学出版社,2005.
[2]杨奡.大型集装箱码头与大型原油码头投资策略的差异性分析[D]：(硕士学位论文).上海：上海交通大学,2008.
[3]周珏如.进口铁矿石港口网络布局研究[D]：(硕士学位论文).上海：上海交通大学,2008.
[4]季则舟,胡世津.海运船舶现伏和发展趋势及对我国港口建设的影响[J].交通建设与管理,2008,(12)：51-56.
[5]潘海涛, 傅蓉华.世界大型油轮的发展和我国原油码头的建设规模[J].水运工程,2005,(4)：42-47.
[6]朱汝敬.灵便型散货船的大型化趋势[J].般舶工业技术经济信息,1999,169(5)：11-13.
[7]杨燮庆,周丙辉.世界巴拿马型原油船／成品油船市场展望[J].般舶,2002,(3)：9-17.
[8]王伟福.山东省原油码头综合评价分析及对策研究[D]：(硕士学位论文).大连：大连海事大学,2008.
[9]潘友全.国际集装箱运输发展趋势[J].集装箱运输,2007,(8)：13-15.
[10]小舸.未来集装箱船的超大化[J].中国船检,2004,(3)：78-80.
[11]卢永昌.大型深水沉箱码头设计施工优化研究[D]：(硕士学位论文).南京：河海大学,2007.
[12]吴涛,孙树民.深水开敞式码头结构型式的发展概况[J].广东造船,2001,(3)：49-51.
[13]邱大洪,王永学.21世纪海岸和近海工程的发展趋势[J].自然科学进展,2000,10(11)：982-986.
[14]谢世楞.对开敞式码头设计工作和结构型式的展望[J].港口工程,1987,(2)：16-21.
[15]宗泽.离岸深水码头全直桩结构分析[D]：(硕士学位论文).南京：河海大学,2007.
[16]赵石峰.大型开敞式深水码头建设关键技术研究[D]：(硕士学位论文).大连：大连理工大学,2008.
[17]刘祺.开敞式深水码头复合结构优化研究[D]：(硕士学位论文).大连：大连理工大学,2008.
[18]周晓春.册子岛30万吨级原油码头工程设计方案研究[D]：(硕士学位论文).南京：河海大学,2006.
[19]竺存宏,顾绳仁,孙精石.深水码头结构型式探讨[J].港口工程,1987,(2)：49-52.
[20]张志明,胡家顺.我国大型开敞式码头结构设计与施工技术现状及发展趋势探讨[C].港口工程分会技术交流文集,2005：91-100.
[21]JARLAN G E. A perforated wall breakwater [J]. The Dock and Harbour Authority, 1961,41(486):394-398.
[22]TERRET F L, OSORIO J D C, and LEAN G H. Model studies of a perforated breakwaters [C]. Proceedings of 11th Coastal Engineering Conference,1968,3:1104-1120.
[23]MARKS M, and JARLAN G E. Experimental study on a fixed perforated breakwater [C]. Proceedings of 11th Coastal Engineering Conference,1968,3:1121-1140.
[24]TANIMOTO K, and TAKAHASHI S. Design and construction of caisson breakwaters-the Japanese experience [J]. Coastal Engineering,1994,22:57-77.
[25]FRANCO L. Vertical breakwaters:the Italian experience [J]. Coastal Engineering, 1994,22:31-55.
[26]ISAACSON M, BALDWIN J, Allyn N et al. Wave interaction with perforated breakwater [J]. Journal of Waterway, Port, Coastal, and Ocean Engineering, ASCE,2000, 126(5):229-235.
[27]谢世楞.深水防波堤技术的最新进展-94深水防波堤国际会议报道[J].港工技术,1994,2：1-10.
[28]李炎保.韩国海岸港口工程概况[J].海洋工程,2001,19(2)：61-68.
[29]谢世楞.防波堤工程的发展与海浪研究问题[J].港工技术,1987,1：1-8.
[30]李玉成,孙大鹏等.大连港大窑湾港区11-16泊位结构断面物理模型试验报告[R].大连理工大学海岸和近海工程国家重点实验室,2002年.
[31]李玉成,张宁川.大连30万吨级原油码头工程水工模型试验研究报告[R].大连理工大学海岸和近海工程国家重点实验室,2002年.
[32]褚广强,彭玉生,胡家顺,郑天立.大连港矿石专用码头工程设计优化与创新[J].水运工程,2006,(10)：64-69.
[33]郭科,曲淑媛,张世琦,毕琳.开孔沉箱码头结构形式对消浪效果的影响[J].水运工程,2008,(2)：70-72.
[34]郑兴,王政川.开孔沉箱在港口工程中的应用实例[J].水运工程,2008,(4)：46-49.
[35]HAVELOCK T H. The pressure of water waves upon a fixed obstacle [C]. Proceedings Of the Royal Society Of London,1940, Series A, No.963,175:409-421.
[36]MACCAMY R C, FUCHS R A. Wave forces on piles:a diffraction theory [R]. Tech. Mem., 69, US Army Coastal Engineering Research Center,1954.
[37]SPRING B H, MONKMEYER P L. Interaction of plane waves with vertical cylinders [C]. Proceedings of 14th Coastal Engineering,1974, Chap.107:1828-1845.
[38]CHAKRABARTI S K. Wave forces on multiple vertical cylinders [J]. Journal of Waterway, Port, Coastal, and Ocean Engineering, ASCE,1978,104(2):147-161.
[39]邱大洪,朱大同.圆柱墩群上的波浪力[J].海洋学报,1985,7(1)：86-102.
[40]LINTON C M, EVANS D V. The interaction of waves with arrays of vertical circular cylinders [J]. Journal of Fluid Mechanics,1990,215:549-569.
[41]ZHU D T. Analysis of interaction of a plane wave with multiple cylinders [J]. China Ocean Engineering,1999,13 (4):453-458.
[42]WANG K H and REN X. Wave Interaction with a Concentric Porous Cylinder System [J]. Ocean Engineering,1994,21:343-360.
[43]赵海涛,滕斌,李广伟,林异珠.竖直截断圆柱一阶波浪力的实验研究[J].中国海洋平台,2003,18(4)：12-17.
[44]HUSEBY M, GRUE J. An experimental investigation of higher-harmonic wave forces on a vertical cylinder [J]. Journal of Fluid Mechanics,2000,414:75-103.
[45]BOO S Y. Measurements of higher harmonic wave forces on a vertical truncated circular cylinder[J]. Ocean Engineering,2006,33:219-233.
[46]FALTISEN O M, NEWMAN J N, and VINJE T. Nonlinear wave loads on a slender vertical cylinder [J]. Journal of Fluid Mechanics,1995,289:179-198.
[47]VARYANI K R. Froude-Krylov force on an offshore structure in heeled condition [C]. Proceedings of 9th International Conference on Offshore Mechanics and Arctic Engineering,1990, vol(A):79-84.
[48]NEELAMANI S, KOETHER G, SCHUTTRUMPF H,and MUTTRAY M. Wave forces on, and water-surface fluctuations around a vertical cylinder encircled by a perforated square caisson [J]. Ocean Engineering,2000,27:775-800.
[49]孙路.波浪对外壁开孔双圆筒结构的作用[D]：(博士学位论文).大连：大连理工大学,2005.
[50]VIJAYALAKSHMI K, NEELAMANI S, SUNDARAVADIVELU R, and MURALI K. Wave runup on a concentric twin perforated circular cylinder [J]. Ocean Engineering,2007, 34:327-336.
[51]WILLIAMS A N, DEMIRBILEK Z. Hydrodynamic interactions in floating cylinder arrays, Part Ⅰ-Wave scattering [J]. Ocean Engineering,1988,15:549-582.
[52]WILLIAMS AN, ABUL-AZM A G. Hydrodynamic interactions in floating cylinder arrays, Part Ⅱ-Wave radiation [J]. Ocean Engineering,1989,16:217-264.
[53]OGUZ YILMAZ, ATILLA INCECIK. Analytical solutions of the diffraction problem of a group of truncated vertical cylinders [J]. Ocean Engineering,1998, 25(6):385-394.
[54]KAGEMOTO H, YUE D K P. Interactions among multiple three-dimensional bodies in water waves:an exact algebraic method [J]. Journal of Fluid Mechanics,1986, 166:189-209.
[55]陶建华,刘连武.波浪和水流对大直径圆柱的共同作用力[J].水动力学研究与进展,1993,8(3)：265-272.
[56]TENG B, EATOCK TAYLOR R. New higher order boundary element method for wave diffraction/radiation [J]. Applied Ocean Research,1995,17:71-77.
[57]TENG B, KATOS. Third order wave force on axisymmetric bodies [J]. Ocean Engineering, 2002,29(7):815-843.
[58]王俊杰,王连堂.大尺度墩柱上的波浪力的Nystrom数值模型[J].水科学进展,2009,20(1)：124-128.
[59]SOLLITT C K, and CROSS R H. Wave transmission through porous breakwaters [C]. Proceedings of 13 th Conference on Coastal Engineering, ASCE,1972, (3):1827-1846.
[60]MADSEN 0 S, Wave Transmission through Porous Structures [J]. Journal of Waterway, Port, Coastal, and Ocean Engineering, ASCE,1974,102(1):169-188.
[61]KONDO H. Analysis of breakwaters having two porous walls [C]. Proceedings of Coastal Structures'79,1979, (2):962-977.
[62]LI Y C, LIU H J, and DONG G H. Reflection of oblique incident waves by perforated caissons with traverse wall [J]. Journal of Hydrodynamics, Ser. B,2005, 17(3):257-268.
[63]LIU Y, LI Y C, and TENG B. The reflection of oblique waves by an infinite number of partially perforated caissons [J]. Ocean Engineering,2007b,34:1965-1976.
[64]刘洪杰.斜向波与带开孔板沉箱结构的相互作用[D]：(博士学位论文).大连：大连理工大学,2003.
[65]DARWICHE M K M, WILLIAMS A N and WANG K H. Wave Interaction with Semi-porous Cylindrical Breakwater [J]. Journal of Waterway, Port, Coastal, and Ocean Engineering, ASCE,1994,120(4):382-403.
[66]WILLIAMS A N and LI W. Wave Interaction with a Semi-porous Cylindrical Breakwater Mounted on A Storage Tank [J]. Ocean Engineering,1998,25:195-219.
[67]TENG B, HAN L and LI Y C. Wave Diffraction with a Vertical Cylinder with Two Uniform Columns and Porous Outer Wall [J]. China Ocean Engineering,2000,14(3):279-306.
[68]WILLIAMS A N, LI W and WANG K H. Water Wave Interaction with a Floating Porous Cylinder [J]. Ocean Engineering,2000,27(1):1-28.
[69]WILLIAMS A N and LI W. Water Wave Interaction with an Array of Bottom-mounted Surface-piercing Porous Cylinders [J]. Ocean Engineering,2000,27(8):841-866.
[70]李玉成, 孙路, 滕斌.波浪与外壁开孔双筒柱群的相互作用[J].力学学报,2005,37(2)：141-146.
[71]滕斌,李玉成,孙路.波浪与外壁透空双筒柱的相互作用[J].中国工程科学,2001,3(10)：41-47.
[72]李玉成,孙路,滕斌.外壁开孔双筒柱群波浪力的研究[J].中国造船,2004,45卷增刊：144-152.
[73]LI Y C, SUN L, and TENG B. Wave Action on Double-cylinder Structure with Perforated Outer Wall [C]. Proceedings of 22th International Conference on Offshore Mechanics and Arctic Engineering,2003:1-8.
[74]SUN L, LI Y C, TENG B, and ZHANG N C. Wave Action on Structures of Combined Cylinders [J]. China Ocean Engineering,2005,19(3):375-384.
[75]KAPLAN P, and SILBERT M N. Impact forces on platform horizontal members in the splash zone [C].OTC,1976,2498:749-758.
[76]IWANOWSKI B, GRIGORIAN H, and SCHERF I. Subsidence of the Ekofisk platforms:wave in deck impact study. Various Wave Models and Computational Methods [C]. OMAE,2002, 28063.
[77]大连理工大学,大连港集团有限公司等.大连湾近岸工程建设关键技术问题研究研究报告[R].2007.
[78]白景涛,胡家顺.椭圆沉箱墩式码头新结构的研究与设计[J].水运工程,2006,(11)：25-30.
[79]朱国春,丁建新.椭圆沉箱悬挂舵装置的设计及使用[J].中国港湾建设,2007,150(4)：61-62.
[80]刘华印.大连LNG项目安全性研究[J].石油规划设计,2008,19(1)：15-18.
[81]董中亚.椭圆沉箱浮游稳定的计算法[J].水运工程,2008,(1)：53-59.
[82]HASSELMANN K, BERNETT T P, BOCAWS E, et al. Measurement of wind-wave growth and swell decay during the Joint North Sea Wave Project (JONSWAP) [J]. Erganzungsheft Zur Deutsches Hydrographisches Zeitschrift Reihe A8,1973, (12):7-95.
[83]GODA Y. A comparative review on the functional forms of directional wave spectrum [J]. Coastal Engineering,1999,41(1):1-20.
[84]俞聿修.随机波浪及其工程应用.大连：大连理工大学出版社,2003.
[85]ISAACSON M, and ST Q. Vertical cylinders of arbitrary section in waves [J]. Journal of Waterway, Port, Coastal, and Ocean Engineering, ASCE,1978,104(4):309-342.
[86]ISAACSON M, and ST Q. Wave forces on large square cylinder, mechanics of wave-induced forces on cylinders [C]. Ed. Shaw T. L., Pitman, London,1979:609-622.
[87]王永学.大尺度方形群墩结构的波浪荷载[J].海洋通报,1991,10(4)：66-71.
[88]李玉成,滕斌.波浪对海上建筑物的作用[M].北京：海洋出版社,2002.
[89]PARK W S. Scattering of irregular waves by vertical cylinders [J]. Coastal Engineering,2000,42(2):253-271.
[90]邱大洪,王永学.不规则波作用下圆柱墩群上的波浪力[J].海洋学报,1988,10(6)：747-756.
[91]王永学.不规则波作用下大尺度方形群墩结构的相互影响[J].海洋工程,1994,12(4)：52-58.
[92]王永学,王凤龙,李玉成.随机波浪作用下群墩结构数模与试验比较[J].海洋通报,1994,13(1)：76-83.
[93]HIRT C W, NICHOLS B D and ROMERO N C. SOLA_A:A numerical solution algorithm for transient fluid flows [R]. Los Alamos Scientific Laboratory report LA-5852,1975.
[94]NICHOLS B D and HIRT C W. Methods for Calculation Multi-dimensional, Transient Free Surface Flows Past Bodies [C]. Proc. of the first Intern Conf. Num. Ship Hydrodynamics, Gaithersburg, Maryland,1975.
[95]NICHOLS B D, HIRT C W and HOTCHKISS R S. SOLA_VOF:A solution algorithm for transient fluid flow with multiple free boundaries [R]. Los Alamos Scientific Laboratory report LA-8355,1980.
[96]HIRT C W, NICHOLS B D. Volume Of Fluid (VOF) method for the dynamics of free boundaries [J]. Journal of Computational Physics,1981,39:201-225.
[97]TORREY M D, MJOLSNESS R C, and STEIN L R. NASA-VOF3D:A Three-dimensional computer program for impressible flows with free surface [C]. Los Alamos Scientific Laboratory, LA-11009-MS, July,1987.
[98]李雪临,任冰,王永学.VOF方法中主动吸收式无反射数值造波研究[C].第二十届全国水动力学研讨会文集,2007,265-272.
[99]李雪临.波浪冲击过程的流场变化特性研究[D]：(博士学位论文).大连：大连理工大学,2009.
[100]任冰,王永学.非线性波浪对结构物的冲击作用[J].大连理工大学学报,1999,39(4)：562-566.
[101]CHEN X F, LI Y C, WANG Y X, DONG G H, and BAI X. Numerical simulation of wave interaction with perforated caisson breakwaters [J]. China Ocean Engineering,2003, 17(1):33-43.
[102]CHEN X F, LI Y C, and TENG B. Numerical and simplified methods for the calculation of the total horizontal wave force on a perforated caisson with a top cover [J]. Coastal Engineering,2007,54:67-75.
[103]陈雪峰.波浪与开孔沉箱的相互作用[D]：(博士学位论文).大连：大连理工大学,2003.
[104]王永学.任意容器液体晃动问题的数学模型[D]：(博士学位论文).大连：大连理工大学,1989.
[105]马福喜.三维带自由表明强紊动水流的数值模拟[D]：(博士学位论文).南京：河海大学,1992.
[106]齐鹏.近岸波浪对结构物作用的耦合数值模型及其工程应用[D]：(博士学位论文).大连：大连理工大学,2001.
[107]QI P, HOU Y J. A 2D/3D coupled model for wave forces on moored ships in a harbor [J]. Journal of Hydrodynamics, Ser.B,2004,16(5):633-639.
[108]HUR D S, and MIZUTANI N. Numerical estimation of the wave forces acting on a three-dimensional body on submerged breakwater [J]. Coastal Engineering,2003, 47:329-345.
[109]HUR D S, MIZUTANI N, and KIM D S. Direct 3-D numerical simulation of wave forces on asymmetric structures[J]. Coastal Engineering,2004,51:407-420.
[110]HUR D S. Deformation of multi-directional random waves passing over an impermeable submerged breakwater installed on a sloping bed [J]. Ocean Engineering,2004, 31:1295-1311.
[111]HUR D S, KIM C H, KIM D S, and YOON J S. Simulation of the nonlinear dynamic interactions between waves, a submerged breakwater and the seabed [J]. Ocean Engineering,2008,35:511-522.
[112]HUR D S, KIM C H, and YOON J S. Numerical study on the interaction among a nonlinear wave, composite breakwater and sandy seabed [J]. Coastal Engineering,2010, 57:917-930.
[113]丁兆强.波浪对透空式三维结构物的冲击作用研究[D]：(博士学位论文).大连：大连理工大学,2009.
[114]肖波.波浪槽产生椭圆余弦波的理论分析[J].港口工程,1989,(2)：11-14.
[115]WANG Y X, ZANG J, and QIU D H. Numerical model of Cnoidal wave flume [J]. China Ocean Engineering,1999,13(4):391-398.
[116]王永学.无反射造波数值波浪水槽[J].水动力学研究与进展,1994,9(2)：205-214.
[117]WANG Y X. Numerical wave channel with absorbing wave-maker [J]. China Ocean Engineering,1995,9(2):149-160.
[118]REN B, LI X L, and WANG Y X. An irregular wave maker of active absorption with VOF method [J]. China Ocean Engineering,2008,22(4):623-634.
[119]李本霞,俞聿修,张宁川.数值二维随机波浪水槽的建立与应用[J].海洋通报,2004(10),23(5)：01-09.
[120]TROCH P, ROUCK J D. Development of two-dimensional numerical wave flume for wave interaction with rubble mound breakwaters [C]. Proceedings of 26th Conference on Coastal Engineering,1998:1638-1649.
[121]ROMATE J E. Absorbing Boundary Conditions for Free Surface Waves [J]. Computational Physics,1992, Vol.99,135-145.
[122]SARPKAYA T, and ISAACSON M. Mechanics of Wave Forces on Offshore Structure [C]. Von Norstrand Reinhold, New York,1981,234-280.
[123]HINATSU M. Numerical simulation of unsteady viscous nonlinear waves using moving grid system fitted on a free surface [J]. J. Kansai Soc. Naval Archit. Jpn.,1992, 217:1-11.
[124]PETIT H A H, TONJES P, GENT M R A, and BOSCH P. Numerical simulation and validation of plunging breakers using a 2D Navier-Stokes model [C]. Proceedings of 23th International Conference on Coastal Engineering,1994:511-524.
[125]LIN P, and LIU P L. A numerical study of breaking waves in the surf zone [J]. Journal of Fluid Mechanics,1998,359:239-264.
[126]BRADFORD S F. Numerical simulation of surf zone dynamics [J]. Journal of Waterway, Port, Coastal, and Ocean Engineering, ASCE,2000,126:1-13.
[127]XIA Z S, and SUN D P. Experimental study on wave forces of regular waves acting on partially perforated caisson breakwaters. (In press)
[128]刘勇.波浪与Jarlan型开孔墙式防波堤的相互作用[D]：(博士学位论文).大连：大连理工大学,2007.
[129]邹志利.水波理论及其应用.北京：科学出版社,2005.