排序方式: 共有19条查询结果,搜索用时 15 毫秒
1.
完全非线性孤立波的稳态解 总被引:1,自引:0,他引:1
报道了应用边界积分方法模拟完全非线性孤立波的传播,给急剧记解的波形,流束和数值计算结果。结果表明,本模型对计算孤立波的传播是有铲的。当a/h〉0.3时,自由液面上的水平流速、底部流速和垂向平均流速之间的差别是明显的。三阶Boussinesq方程的孤立波解比低阶方程的孤立波解更接近本文完全非线性的数值解。 相似文献
2.
Attenuations of solitary wave over a patch of submerged canopy are experimentally investigated. The submerged canopy is modeled by a group of circular cylinder array. The decay coefficients of different wave heights in two water depths along the wave flume are measured for six canopy models, including two canopy heights and three styles of arrangements. The relationships among the decay coefficient, and the dimensionless wave height, submergence ratio, relative height and arrangement of the canopy are experimentally studied. 2D PIV technique is employed to measure the representative flow field inside the canopy. A four-deck flow structure is proposed for wave flow field over shallow submerged canopy. The characteristics of shear flow inside the aligned canopy region are discussed. 相似文献
3.
Transient Hydroelastic Response of VLFS by FEM with Impedance Boundary Conditions in Time Domain 总被引:1,自引:1,他引:1
A time-dependent finite element method (FEM) is developed to analyze the transient hydroelastie responses of very large floating structures (VLFS) subjected to dynamic loads. The hydrodynamic problem is formulated based on the linear theory of fluid and the structural response is analyzed based on the thin plate theory. The FEM truncates the unbounded fluid domain by introducing an artificial boundary surface, thus defining a finite computational domain. At this boundary surface an impedance boundary conditions are applied so that no wave reflections occur. In the proposed scheme, all of the procedures are processed directly in time domain, which is efficient for nonlinear analyses of structure floating on unbounded fluid. Numerical results indicate acceptable accuracy of the proposed method. 相似文献
4.
Submerged barriers are constructed in coastal zones for shoreline or harbor protection or to prevent the beach erosion. In the present study, the wave run-up on a vertical seawall protected by a submerged barrier is analyzed. The physical configurations include a rigid barrier and a long channel of finite depth. For linear water waves, by matching the velocity along the barrier and along the gap, the systems of linear equations about the velocity potentials are obtained. The wave run-up is further analyzed ... 相似文献
5.
基于潮汐电站的经济和技术特性,本文以一些算例较详细地讨论了潮能开发的经济性、效益费用计算方法及投资分摊计算方法。作为多目标的潮能开发工程,应考虑其综合经济效益,而工程投资费用应由获得效益的各个部门按获益的比例进行分摊,这样可以发挥各个部门的积极性,从而促进潮能开发工程的建设。 相似文献
6.
Submerged barriers are constructed in coastal zones for shoreline or harbor protection or to prevent the beach erosion. In the present study, the wave run-up on a vertical seawall protected by a submerged barrier is analyzed. The physical configurations include a rigid barrier and a long channel of finite depth. For linear water waves, by matching the velocity along the barrier and along the gap, the systems of linear equations about the velocity potentials are obtained. The wave run-up is further analyzed for various settings of barrier height and distance between the barrier and the wall, i.e. the chamber length. For nonlinear waves and random sea waves, a numerical model is extended to investigate the effect parameters of the barrier on the wave run-up against the seawall. Not only the numerical simulations, but also the analytical results illustrate that the wave run-up on the seawall depends very much on the distance between the barrier and the vertical seawall. 相似文献
7.
基于高阶边界元的三维数值波浪港池 总被引:8,自引:1,他引:8
初步建立了一个基于高阶边界元的三维数值波浪港池,港池具有造波和消波功能。采用高阶边界元16节点四边形单元和基于二阶显式泰勒展开的混合欧拉-拉格朗日时间步进求解带自由表面的完全非线性势流方程。模型中对于影响数值精度的问题作了细致的处理。数值计算结果表明本港池可以用来模拟非线性波浪的传播,具有很高的数值精度和稳定性。 相似文献
8.
本文基于理论分析和模型试验,提出了逆流场中波要素变化的全过程预报模式,对逆流中破碎前的波要素变化,建议以波作用量守恒原理用三阶Stokes波进行计算,随着相对逆流流速的增大,波浪将发生破碎.文中给出了计算破碎时临界相对流速值和最大可能波高值的诺模图,并与试验值作了比较,二者是吻合的,文中还讨论了逆流中破后波的形态及若干性质,并基于试验资料,提出了计算破后波要素的经验公式. 相似文献
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10.
Attenuations of solitary wave over a patch of submerged canopy are experimentally investigated. The submerged canopy is modeled by a group of circular cylinder array. The decay coefficients of different wave heights in two water depths along the wave flume are measured for six canopy models, including two canopy heights and three styles of arrangements. The relationships among the decay coefficient, and the dimensionless wave height, submergence ratio, relative height and arrangement of the canopy are experimentally studied. 2D PIV technique is employed to measure the representative flow field inside the canopy. A four-deck flow structure is proposed for wave flow field over shallow submerged canopy. The characteristics of shear flow inside the aligned canopy region are discussed. 相似文献