波浪作用下透水型护岸结构的数值模拟
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摘要
海岸防护工程是海岸工程的重要组成部分,以海岸防护(或海滨防护)为目的,建造不同类型的海岸建筑物,护岸是其中的一种。波浪荷载是护岸结构的主要荷载之一波浪对护岸的作用主要包括波浪对护岸结构的冲击压力、浮托力等。
本文应用计算流体力学软件FLUENT为工具,进行了波浪作用下透水型护岸—碎石聚氨酯结构护岸的特性分析的数值模拟。在波浪模拟的部分采用推板造波的原理,加载UDF设置动边界参数实现对推板造波的模拟,生成了规则波浪。研究透水型护岸结构与多孔介质结构之间的关系在FLUENT中用多孔介质等效代替这种护岸结构,则波浪作用下透水型护岸的受力的数值模拟可以用波浪与多孔介质的相互作用实现,建立波浪与多孔介质相互作用的耦合数学模型,设置多孔介质的参数实现了对于透水型护岸结构的模拟。为了研究护岸在波浪下的受力情况,在护岸坡面上设置一定数量的监控点,监控特定点上的波压参数,为了研究生成的波浪数据则在波浪生成区域设置监控线充当浪高仪的功能输出了波浪数据,分析不同水深不同波浪要素条件下护岸受力的特点给出护岸坡面受力、波浪爬高和反射率随波浪要素变化的关系、和流场、压力场、速度场的特点。
Coastal shore protection projection is an important part of the shore projection, For the purposes of coastal protection (or coastal protection), We construct different types of marine coastal buildings or take other protective measures. Revetment is one of them.The wave force is main loading on the revetment structure.The main function of the wave to the bank protection revetment structure, including the surge pressure of waves on,buoyancy and so on.
In this thesis, research the permeable revetment structure-Elastocoast under the wave action in the numerical simulation using computational fluid dynamics software FLUENT.in the physics wave generating imitating method study,the research subject was push plate wave maker which was main component in the real tank, loading UDF and set the dynamic mesh parameters to achieve the dynamic push plate wave simulation and generated regular waves.Research the relationship between permeable revetment structure and porous medium,used equivalent porous medium instead of this revetment structure in FLUENT, set up a mathematical model establishment of wave and porous media. set the coupling parameters of porous medium for the realization of the Simulation of porous media. For the study of the forcs of revetment under the waves, set some number of monitoring points on the surface of the slope to monitoring a specific point on the wave pressure parameter, in order to discuss the date of waves generated,in the wave field settings some control line as wave instrument to output of the wave function of the data, analysis the slope characteristics of the force of different elements of different wave conditions、water depth slope.gives the force relationship in different elements and the characteristics of wave and flow field、pressure field、velocity field
本文应用计算流体力学软件FLUENT为工具,进行了波浪作用下透水型护岸—碎石聚氨酯结构护岸的特性分析的数值模拟。在波浪模拟的部分采用推板造波的原理,加载UDF设置动边界参数实现对推板造波的模拟,生成了规则波浪。研究透水型护岸结构与多孔介质结构之间的关系在FLUENT中用多孔介质等效代替这种护岸结构,则波浪作用下透水型护岸的受力的数值模拟可以用波浪与多孔介质的相互作用实现,建立波浪与多孔介质相互作用的耦合数学模型,设置多孔介质的参数实现了对于透水型护岸结构的模拟。为了研究护岸在波浪下的受力情况,在护岸坡面上设置一定数量的监控点,监控特定点上的波压参数,为了研究生成的波浪数据则在波浪生成区域设置监控线充当浪高仪的功能输出了波浪数据,分析不同水深不同波浪要素条件下护岸受力的特点给出护岸坡面受力、波浪爬高和反射率随波浪要素变化的关系、和流场、压力场、速度场的特点。
Coastal shore protection projection is an important part of the shore projection, For the purposes of coastal protection (or coastal protection), We construct different types of marine coastal buildings or take other protective measures. Revetment is one of them.The wave force is main loading on the revetment structure.The main function of the wave to the bank protection revetment structure, including the surge pressure of waves on,buoyancy and so on.
In this thesis, research the permeable revetment structure-Elastocoast under the wave action in the numerical simulation using computational fluid dynamics software FLUENT.in the physics wave generating imitating method study,the research subject was push plate wave maker which was main component in the real tank, loading UDF and set the dynamic mesh parameters to achieve the dynamic push plate wave simulation and generated regular waves.Research the relationship between permeable revetment structure and porous medium,used equivalent porous medium instead of this revetment structure in FLUENT, set up a mathematical model establishment of wave and porous media. set the coupling parameters of porous medium for the realization of the Simulation of porous media. For the study of the forcs of revetment under the waves, set some number of monitoring points on the surface of the slope to monitoring a specific point on the wave pressure parameter, in order to discuss the date of waves generated,in the wave field settings some control line as wave instrument to output of the wave function of the data, analysis the slope characteristics of the force of different elements of different wave conditions、water depth slope.gives the force relationship in different elements and the characteristics of wave and flow field、pressure field、velocity field
引文
[1]顾德华,Henk Jan Verhagen, Martin Van de Ven.碎石聚氨酯护坡应用的初步研究[J].中国科技论文在线
[2]李孟国,王正林,蒋德才.关于波浪Boussinesq方程的研究[J]青岛海洋大学学报.2002,32(3)：345-354页[3] Berkhoff J C W. Computation of Combined Refraction-Diffraction. [C] Proc 13th Int Conf on Coastal Eng. NewYork:ASCE,1972,471-490P
[4]王世澎.波浪对潮流影响的数值模拟研究[D].大连：大连理工大学：2007
[5]沈永明,唐军,郑永红,邱大洪.基于抛物型缓坡方程模拟近岸波流场[J]水利学报.2006,37(3)：301-307页
[6]唐军,沈永明,邱大洪.双曲型缓坡方程的数值求解[J]中国工程科学.2007,Vol2No.4：70-74页
[7]唐军,沈永明,郑永红,邱大洪.结合椭圆型缓坡方程模拟近岸波流场[J]海洋学报.2006,Vol.28 No.1：146-151页
[8]潘增弟,孙乐涛,袁业立.LAGFD—П区域性海浪数值模式及其应用Ⅰ海浪数值模式[J]海洋与湖沼.1992,Vol.23,No.4：343-349页
[9]Sollitt C K, Cross R H. Wave transmission simulation of wave damping over porous seabeds[J]. Coastal Engineering,2006,53:845-855P
[10]Madsen O S, White M. Wave transmission through porous structures [J]. watway, harbors and Coastal eng, Div,1994, WW3:169-188P
[11]Madsen O S, White M. Energy dissipation on a rough slope [J]. watway, harbors and Coastal eng.1976,WW1:31-48P
[12]Sollitt C K,Cross R H. Wave transmission through permeable breakwater[J]. Proc. Of the 13th Coastal Eng, Conf, New York,1972:1827-1846P
[13]Rojanakamthom S, Isobe M, Watanaba A. A mathematical model of wave transformation over a submerged breakwater[J]. Coastal Engineering in Japan,1989, 32 (2):209-234P
[14]Sakakiyama T, Kajima R. Numerical simulation of nonlinear wave interacting with permeable breakwaters [J].23 rd Coastal Eng, Conf, ASCE,1992:1517-1530P
[15]Huang L H, Chao H I. Reflection and transmission of water wave by porous breakwater[J]. watway, port, Coastal and Ocean eng, Div,1992:437-451P
[16]Mailayachari V, Sundar V. Reflection characteristics of permeable seawalls [J]. Coastal Engineering,1994,23 (1-2):135-150P
[17]Van Gent M R A. The modeling of wave action an and in coastal structure[J] Coastal Engineering,1994,22:311-339P
[18]刘桦,王本龙.孤立波与多孔介质结构物的非线性相互作用[J].力学季刊2000.21(2)：157-]61页
[19]竺艳蓉.几种波浪理论适用范围的分析[J].海岸工程,1983,2(2)：11-27页
[20]金忠青.N—S方程的数值解和紊流模型[M].河海大学出版社,1989
[21]Osher S,Sethian J A Fronts propagating with curvature-dependent speed:Algorithms based on Hamilton-Jacobi formulations.Journal of Computational Physics,1988, 79:12-49P
[22]高玉丽,刘全辉.Level Set方法在自由面流动数值模拟中的应用[J].烟台师范学院学报.2005,21(1)：14-16页
[23]张亮,李云波.流体力学[M].哈尔滨工程大学出版社,2006；44-45
[24]李玉成.波浪对海上建筑物的作用[M].北京：海洋出版社,2002
[25]王永学,任冰.波浪冲击过程的湍流数值模拟[J].水动力学研究与进展.1996,14(4)：409-417页
[26]刘加海,杨永全,张洪雨,李刚.二维数值水槽波浪生成过程及波浪形态分析[J].四川大学学报.2004,Vol.36 No.6：28-31页
[27]李占.小尺度水平柱体在水波与内波场中的受力模拟[D]天津,天津大学硕士论文
[28]Wang Yongxue. Numerical wave channel with absorbing wave maker [J]. Hydrody-namics (Set.A),1994,9(2):205-214P
[29]高学平,曾广冬,张亚.不规则波浪数值水槽的造波和阻尼消波[J].海洋学报.2002,24(2).127-132页
[30]董志,詹杰民.基于VOF方法的数值波浪水槽以及造波、消波方法研究[J].水动力研究与进展.2009,24(1)：15-21页
[31]陶建华.波浪在岸滩上的爬高与破碎的数学模拟[J].海洋学报.1984,6(5)：692-700页
[32]邱大洪、孙昭晨.关于波浪在多孔介质内的渗流对结构作用的研究[J].水动力研究与进展.1993,Vol.8,545-551页
[33]Van Gent M R A.. Porous Flow through Rubble—Mound Materiai.J.Waterw[J]. Port Coast. Ocean Eng,1995,121(3):176-181P
[34]臧军.考虑地基变形的墩柱上的波浪渗流力研究[D]大连：大连理工大学,1992
[35]Chang H. Interaction of wate rwaves and submerged Permeable offshore structures[dissertation] [M].Taiwan:TheNationalChengKungUniversity,2004P
[36]Liu P L-F, LinP, Chang K Aetail Numerical modeling of wave interaction with porous stluctures[J]. Wate.Port Coast. Ocean Eng.,1999,125(6):322-330P
[37]邹俊,廖华胜,刘达,张延忠,李连侠.裂隙非达西渗流特性数值模拟[J].水力学与水力学信息进展.2007,709-713页
[38]H. K. Verstrrg, W. Malalasekera, An Introduction to Computational Fluid Dynamics:The Finite Volume Methd[J]. Wiley, New York,1995P
[39]吴宋仁.海岸动力学(第三版)[M].北京：人民交通出版社,2000：8-10
[40]李保忠.非饱和多孔介质中波的传播博士论文[D].浙江,浙江大学
[41]余广明.堤坝防浪护坡设计[M].北京：水利水电出版社,1987
[42]蔡晓禹,凌天清,唐伯明,候烈.波浪对散体岸坡冲刷破坏的机理[J].重庆交通学院学报.2006：Vol.25,No.2.73-86P
[43]李木国,柳淑学,张群,郭美谊,王静.蛇形多向不规则波造波机波浪产生方法及特性[J]大连理工大学学报.vol.43,No.3,2003,354-361页
[44]Fluent Inc. FLUENT User Defined Function Manual.[M]. Fluent Inc.,2003
[45]V. Yakhot, S. A. Orzag, Renormalization group analysis of turbulence:basic theory[J]. Scient Comput.1986,1:3-11P
[46]F. Felten, Fautrelle, Y. Du Terral, O. Metais, Numerical modeling of electrogentically-riven turbulent flows using LES methods[J]. Applied Matnematical Modeling,2004, 28 (1):15-27P
[47]Esuro Tamura, Yoshiyuki Pno. LES analysis on aeroelastic instability of prisms in turbulent flow[J]. Journal of Wind Engineering and Industrial Aerodynamics,2003, 91 (12-15):1827-1846P
[48]L. di Mare, W. P. Jones, LES of turbulent flow past a swept fence[J]. International Jouranal of Heat and Fluid Flow,2003,24 (4):606-615P
[49]Rodney C. Schmidt, Alan R. Kerstein, Scott Wunsch, Vebjorn Nilsen. Near-wall LES closure based on one-dimensional turbulence modeling[J]. Journal of Computational Physics,2003,186(1):317-355P
[50]S. V. Oatanker, D. B. Spalding, A calculation processire for heat, mass and momentum transfer in three-dimensional parabolic flowa. Int J Heat Mass Transfer,1972,15: 1787-1806P
[51]海堤工程设计规范.水利部,2007,06
[52]赵玉新.FLUENT中文全教程[M].北京：清华大学出版社,2001
[2]李孟国,王正林,蒋德才.关于波浪Boussinesq方程的研究[J]青岛海洋大学学报.2002,32(3)：345-354页[3] Berkhoff J C W. Computation of Combined Refraction-Diffraction. [C] Proc 13th Int Conf on Coastal Eng. NewYork:ASCE,1972,471-490P
[4]王世澎.波浪对潮流影响的数值模拟研究[D].大连：大连理工大学：2007
[5]沈永明,唐军,郑永红,邱大洪.基于抛物型缓坡方程模拟近岸波流场[J]水利学报.2006,37(3)：301-307页
[6]唐军,沈永明,邱大洪.双曲型缓坡方程的数值求解[J]中国工程科学.2007,Vol2No.4：70-74页
[7]唐军,沈永明,郑永红,邱大洪.结合椭圆型缓坡方程模拟近岸波流场[J]海洋学报.2006,Vol.28 No.1：146-151页
[8]潘增弟,孙乐涛,袁业立.LAGFD—П区域性海浪数值模式及其应用Ⅰ海浪数值模式[J]海洋与湖沼.1992,Vol.23,No.4：343-349页
[9]Sollitt C K, Cross R H. Wave transmission simulation of wave damping over porous seabeds[J]. Coastal Engineering,2006,53:845-855P
[10]Madsen O S, White M. Wave transmission through porous structures [J]. watway, harbors and Coastal eng, Div,1994, WW3:169-188P
[11]Madsen O S, White M. Energy dissipation on a rough slope [J]. watway, harbors and Coastal eng.1976,WW1:31-48P
[12]Sollitt C K,Cross R H. Wave transmission through permeable breakwater[J]. Proc. Of the 13th Coastal Eng, Conf, New York,1972:1827-1846P
[13]Rojanakamthom S, Isobe M, Watanaba A. A mathematical model of wave transformation over a submerged breakwater[J]. Coastal Engineering in Japan,1989, 32 (2):209-234P
[14]Sakakiyama T, Kajima R. Numerical simulation of nonlinear wave interacting with permeable breakwaters [J].23 rd Coastal Eng, Conf, ASCE,1992:1517-1530P
[15]Huang L H, Chao H I. Reflection and transmission of water wave by porous breakwater[J]. watway, port, Coastal and Ocean eng, Div,1992:437-451P
[16]Mailayachari V, Sundar V. Reflection characteristics of permeable seawalls [J]. Coastal Engineering,1994,23 (1-2):135-150P
[17]Van Gent M R A. The modeling of wave action an and in coastal structure[J] Coastal Engineering,1994,22:311-339P
[18]刘桦,王本龙.孤立波与多孔介质结构物的非线性相互作用[J].力学季刊2000.21(2)：157-]61页
[19]竺艳蓉.几种波浪理论适用范围的分析[J].海岸工程,1983,2(2)：11-27页
[20]金忠青.N—S方程的数值解和紊流模型[M].河海大学出版社,1989
[21]Osher S,Sethian J A Fronts propagating with curvature-dependent speed:Algorithms based on Hamilton-Jacobi formulations.Journal of Computational Physics,1988, 79:12-49P
[22]高玉丽,刘全辉.Level Set方法在自由面流动数值模拟中的应用[J].烟台师范学院学报.2005,21(1)：14-16页
[23]张亮,李云波.流体力学[M].哈尔滨工程大学出版社,2006；44-45
[24]李玉成.波浪对海上建筑物的作用[M].北京：海洋出版社,2002
[25]王永学,任冰.波浪冲击过程的湍流数值模拟[J].水动力学研究与进展.1996,14(4)：409-417页
[26]刘加海,杨永全,张洪雨,李刚.二维数值水槽波浪生成过程及波浪形态分析[J].四川大学学报.2004,Vol.36 No.6：28-31页
[27]李占.小尺度水平柱体在水波与内波场中的受力模拟[D]天津,天津大学硕士论文
[28]Wang Yongxue. Numerical wave channel with absorbing wave maker [J]. Hydrody-namics (Set.A),1994,9(2):205-214P
[29]高学平,曾广冬,张亚.不规则波浪数值水槽的造波和阻尼消波[J].海洋学报.2002,24(2).127-132页
[30]董志,詹杰民.基于VOF方法的数值波浪水槽以及造波、消波方法研究[J].水动力研究与进展.2009,24(1)：15-21页
[31]陶建华.波浪在岸滩上的爬高与破碎的数学模拟[J].海洋学报.1984,6(5)：692-700页
[32]邱大洪、孙昭晨.关于波浪在多孔介质内的渗流对结构作用的研究[J].水动力研究与进展.1993,Vol.8,545-551页
[33]Van Gent M R A.. Porous Flow through Rubble—Mound Materiai.J.Waterw[J]. Port Coast. Ocean Eng,1995,121(3):176-181P
[34]臧军.考虑地基变形的墩柱上的波浪渗流力研究[D]大连：大连理工大学,1992
[35]Chang H. Interaction of wate rwaves and submerged Permeable offshore structures[dissertation] [M].Taiwan:TheNationalChengKungUniversity,2004P
[36]Liu P L-F, LinP, Chang K Aetail Numerical modeling of wave interaction with porous stluctures[J]. Wate.Port Coast. Ocean Eng.,1999,125(6):322-330P
[37]邹俊,廖华胜,刘达,张延忠,李连侠.裂隙非达西渗流特性数值模拟[J].水力学与水力学信息进展.2007,709-713页
[38]H. K. Verstrrg, W. Malalasekera, An Introduction to Computational Fluid Dynamics:The Finite Volume Methd[J]. Wiley, New York,1995P
[39]吴宋仁.海岸动力学(第三版)[M].北京：人民交通出版社,2000：8-10
[40]李保忠.非饱和多孔介质中波的传播博士论文[D].浙江,浙江大学
[41]余广明.堤坝防浪护坡设计[M].北京：水利水电出版社,1987
[42]蔡晓禹,凌天清,唐伯明,候烈.波浪对散体岸坡冲刷破坏的机理[J].重庆交通学院学报.2006：Vol.25,No.2.73-86P
[43]李木国,柳淑学,张群,郭美谊,王静.蛇形多向不规则波造波机波浪产生方法及特性[J]大连理工大学学报.vol.43,No.3,2003,354-361页
[44]Fluent Inc. FLUENT User Defined Function Manual.[M]. Fluent Inc.,2003
[45]V. Yakhot, S. A. Orzag, Renormalization group analysis of turbulence:basic theory[J]. Scient Comput.1986,1:3-11P
[46]F. Felten, Fautrelle, Y. Du Terral, O. Metais, Numerical modeling of electrogentically-riven turbulent flows using LES methods[J]. Applied Matnematical Modeling,2004, 28 (1):15-27P
[47]Esuro Tamura, Yoshiyuki Pno. LES analysis on aeroelastic instability of prisms in turbulent flow[J]. Journal of Wind Engineering and Industrial Aerodynamics,2003, 91 (12-15):1827-1846P
[48]L. di Mare, W. P. Jones, LES of turbulent flow past a swept fence[J]. International Jouranal of Heat and Fluid Flow,2003,24 (4):606-615P
[49]Rodney C. Schmidt, Alan R. Kerstein, Scott Wunsch, Vebjorn Nilsen. Near-wall LES closure based on one-dimensional turbulence modeling[J]. Journal of Computational Physics,2003,186(1):317-355P
[50]S. V. Oatanker, D. B. Spalding, A calculation processire for heat, mass and momentum transfer in three-dimensional parabolic flowa. Int J Heat Mass Transfer,1972,15: 1787-1806P
[51]海堤工程设计规范.水利部,2007,06
[52]赵玉新.FLUENT中文全教程[M].北京：清华大学出版社,2001