共查询到20条相似文献，搜索用时 859 毫秒
1.
2.
用ＯｐｅｎＦＯＡＭ 实现数值水池造波和消波 总被引：2，自引：2，他引：0
基于OpenFOAM求解器interDyMFoam,开发实现数值水池造波(包括推板和摇板造波)和阻尼消波。所编写的造波边界条件,可依据实验造波理论将各种造波模式植入其中,从而实现各种波的数值造波。首先进行了线性波的数值造波实验,通过结合阻尼消波段的应用,造波水池可提供稳定的线性波。还进行了瞬时极限波和有限振幅的数值造波实验,与实验数据或同类数值结果吻合很好,进一步验证了的数值造波和消波方式的可靠性。 相似文献
3.
4.
非静压波浪模型是一种近年来得到迅速发展且有望在工程计算中获得广泛应用的波浪模型。为了在非静压波浪模型中实现无反射造波,在连续性方程中添加了质量源项进行域内源造波,并采用阻尼消波方法进行数值消波。数值算例结果表明,所建立的无反射造波方法可以较好地避免非静压波浪数学模型中的二次反射,实现长时间稳定波浪模拟。 相似文献
5.
应用基于势流理论的时域高阶边界元方法,建立一个完全非线性的三维数值波浪水槽,通过实时模拟推板造波运动的方式产生波浪。通过混合欧拉-拉格朗日方法和四阶Runge-Kutta方法更新自由水面和造波板的瞬时位置。利用所建模型分别模拟了有限水深波和浅水波,与试验结果、相关文献结果和浅水理论结果吻合较好,且波浪能够稳定传播。系统地讨论造波板的运动圆频率、振幅和水深等对波浪传播和波浪特性的影响,并对波浪的非线性特性进行分析,研究发现造波板运动频率、运动振幅以及水深均将对波浪形态和波浪非线性产生显著影响。结果为真实水槽造波机的运动控制以及波浪生成试验提供了依据,便于实验室设置更合理的参数来准确模拟不同条件下的波浪。 相似文献
6.
7.
《中国海洋大学学报(自然科学版)》2016,(10)
本文选用RNGk-ε湍流模型封闭二维不可压缩N-S方程组,选用KdV、mKdV理论作为输入条件进行内孤立波造波模拟。运用流体模拟软件Fluent建立二维内波数值水槽,用动网格手段实现网格变形模拟物理边界造波法,用VOF方法进行密度分层流体的内界面追踪,对不同非线性强度的二相流内孤立波进行了数值模拟。并将数值模拟结果与KdV、mKdV理论波形以及内波试验水槽所造内孤立波进行对比,验证了此套造波方法在Fluent中进行内孤立波模拟的可行性。 相似文献
8.
9.
利用有限元方法求解双曲型缓坡方程 总被引：4，自引：1，他引：4
本文提出了一种双曲型缓坡方程的有限元计算方法 ,在建立有限元积分方程时通过在造波线处加入脉动源项来实现内部造波 ,并在开边界处利用阻尼层吸波 ,减少了在边界处由于数值处理引起的误差。数值计算结果与实测值吻合良好。本方法可用于大区域波浪场的计算中 相似文献
10.
11.
Boundary Collocation Method (BCM) based on Eigenfunction Expansion Method (EEM), a new numerical method for solving two-dimensional wave problems, is developed. To verify the method, wave problems on a series of beaches with different geometries are solved, and the errors of the method are analyzed. The calculation firmly confirms that the results will be more precise if we choose more rational points on the beach. The application of BCM, available for the problems with irregular domains and arbitrary boundary conditions, can effectively avoid complex calculation and programming. It can be widely used in ocean engineering. 相似文献
12.
《中国海洋工程》2015,(4)
Boundary Collocation Method(BCM) based on Eigenfunction Expansion Method(EEM), a new numerical method for solving two-dimensional wave problems, is developed. To verify the method, wave problems on a series of beaches with different geometries are solved, and the errors of the method are analyzed. The calculation firmly confirms that the results will be more precise if we choose more rational points on the beach. The application of BCM, available for the problems with irregular domains and arbitrary boundary conditions, can effectively avoid complex calculation and programming. It can be widely used in ocean engineering. 相似文献
13.
本文给出三角形单元集中质量有限元解浅水波方程的方法以及该方法在IBM-PC微机上的应用实例并取得较好结果。 相似文献
14.
The parametric instability of a spar platform in irregular waves is analyzed. Parametric resonance is a phenomenon that may occur when a mechanical system parameter varies over time. When it occurs, a spar platform will have excessive pitch motion and may capsize. Therefore, avoiding parametric resonance is an important design requirement. The traditional methodology includes only a prediction of the Mathieu stability with harmonic excitation in regular waves. However, real sea conditions are irregular, and it has been observed that parametric resonance also occurs in non-harmonic excitations. Thus, it is imperative to predict the parametric resonance of a spar platform in irregular waves. A Hill equation is derived in this work, which can be used to analyze the parametric resonance under multi-frequency excitations. The derived Hill equation for predicting the instability of a spar can include non-harmonic excitation and random phases. The stability charts for multi-frequency excitation in irregular waves are given and compared with that for single frequency excitation in regular waves. Simulations of the pitch dynamic responses are carried out to check the stability. Three-dimensional stability charts with various damping coefficients for irregular waves are also investigated. The results show that the stability property in irregular waves has notable differences compared with that in case of regular waves. In addition, using the Hill equation to obtain the stability chart is an effective method to predict the parametric instability of spar platforms. Moreover, some suggestions for designing spar platforms to avoid parametric resonance are presented, such as increasing the damping coefficient, using an appropriate RAO and increasing the metacentric height. 相似文献
15.
基于自研的HUST-Ship黏性流CFD求解器,提出了一种船舶耐波性数值试验水池参数化建模方法和网格生成技术。在自研的CFD软件平台中,根据波浪参数(规则波的波长、波高和不规则波的特征周期、有效波高)自动生成船舶耐波性数值试验水池。以结构化重叠网格技术为基础,分别对船舶与水池进行网格划分并进行网格的组装、重叠,实现船舶在耐波性数值试验水池中的数值“试验”,对船舶耐波性进行数值预报。根据波浪种类分为规则波数值试验水池与不规则波数值试验水池,可对各类波浪条件实现精确可靠的数值造波,模拟船舶在各种波浪环境中运动响应、耐波性事件与非线性运动特性。采用参数化建模方法生成的耐波性数值试验水池能够提高建模和网格生成效率,通过对国际标模进行数值预报并与船模试验结果对比,验证了参数化建模方法生成的耐波性数值试验水池对船舶在波浪中运动性能的计算精度。 相似文献
16.
1.IntroductionGreat efforts have been devoted to the protection of coastal areas over many years by erectingdikes,seawalls,groin systems,and detached breakwaters.The sea walls,jetties,detached breakwa-ters,etc.are traditionally adopted as absorbingfacilit… 相似文献
17.
The reflection of regular and irregular waves by a partially perforated caisson breakwater on a step bed 总被引：2，自引：0，他引：2
This study examines the reflection of regular and irregular waves from a partially perforated caisson breakwater located on a step bed. The step bed is treated as an idealized rubble mound foundation. Based on the linear potential theory, an analytical solution is developed to calculate the reflection coefficient of the structure subjected to regular waves. The matched eigenfunction expansion method is used for the solution. The regular wave method is also extended to irregular waves using a linear transfer function. The calculated results obtained for limiting cases are exactly the same as corresponding results given by the previous researchers. The present predictions also agree well with experimental data in the published literatures. Numerical experiments are conducted to examine the variations of the reflection coefficient versus its main effect factors, and some interesting results are presented. 相似文献
18.
A short cut numerical method for evaluation of the modes of free oscillations of the basins which have irregular geometry and bathymetry is presented in this paper. In the method, a single wave is inputted to the basin as an initial impulse. The respective agitation in the basin is computed by using the numerical method solving the nonlinear form of long wave equations. The time histories of water surface fluctuations at different locations due to propagation of the waves in relation to the initial impulse are stored and analyzed by the fast Fourier transform technique (FFT) and energy spectrum curves for each location are obtained. The frequencies of each mode of free oscillations are determined from the peaks of the spectrum curves. The method is tested by using regular shaped flat bottom basins with different depths. The computed periods of free oscillations are compared with the theoretical values. The accuracy and performance of the method are discussed. As a case study for the application to the basins of irregular shape and bathymetry, the periods of free oscillations of the sea of Marmara is determined and discussed. 相似文献
19.
The dynamic responses of two pontoons while connected with each other in irregular waves are calculated by means of three-dimensional (3-D) potential flow theory.The computation is to find the optimal status for connection at a certain sea state.On the basis of the relative motion of two pontoons in irregular waves,Visual FORTRAN programming language,as well as OpenGL (Open Graphics Library),is used to develop a set of virtual reality system of the relative motion of two pontoons,which is fully interactive with realistic effect.The transfinite interpolation scheme is applied for the mesh generation of wave surface,and the wave motion is simulated by surface elevation and calculated by 3-D potential flow theory. 相似文献
20.
The determination of hull-girder loads in a seaway is of particular importance for the design of marine vehicles. This paper shows how the loads can be determined, considering also the impact loads due to slamming. Results have been presented for a fast patrol boat, although the method can be used for other kinds of surface vessels. The theoretical approach presented in the paper is an extension of the linear strip method used extensively in predicting both ship motions and dynamic loads. The equations have been solved by simulating the ship behaviour in an irregular seaway. 相似文献