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1.
考虑非线性弥散影响的波浪变形数学模型   总被引:3,自引:1,他引:3  
李瑞杰 《海洋学报》2001,23(1):102-108
提出了逼近Kirby和Dalrymple的非线性弥散关系的显式非线性弥散关系的表达式,该显式表达式与他们的非线性弥散关系的精度几乎完全相同.采用显式非线性弥散关系,结合含弱非线性效应的缓坡方程,得到考虑非线性弥散影响的波浪变形数学模型,并对该数学模型进行了数值验证.结果表明,考虑非线性弥散影响的波浪变形数学模型更为精确.  相似文献   

2.
波浪在浅水传播中的弱非线性效应   总被引:6,自引:2,他引:4  
李瑞杰  王厚杰 《海洋工程》2000,18(3):30-33,38
在波浪从深水向浅水传播过程中,考虑弱非线性效应具有重要的实用价值,因此得到广泛的讨论和研究。本文根据文献「6」导出的考虑能耗的定常缓坡方程,结合文献「5」给出的显式非线弥散关系,得出了含弱非线性效应的缓坡方程,用该方程对浅水中波浪的传播 计算,将计算结果和试验数据进行了比较,结果表明,含弱非线性效应的缓坡方程可以用于讨论浅水中波浪传播的弱非线性效应,所得计算计算结果与试验结果更为吻合。  相似文献   

3.
显式非线性弥散关系在浅水波变形计算中的应用   总被引:1,自引:0,他引:1  
本文参照Zhao和Anastasiou的方法,导出了逼近Booij的非线性弥散关系的近似显式表达式,该式给出的结果与Booij的非线性弥散关系相当吻合。用中文显式非线性弥散关系,结合会弱非线性效应的缓坡方程,构成含非线性影响项缓坡方程的一个求解浅水波变形问题的方程组。用实验数据对本文模型进行验证,结果表明,显式非线性弥散关系在求解浅水波变形问题时,给出了更符合实验数据的结果。  相似文献   

4.
非线性弥散效应及其对波浪变形的影响   总被引:7,自引:0,他引:7  
针对Hedges,Kirby和Dalrymple提出的非线性弥散关系的修正式在浅水区存在的较大偏差的问题,给出了一个在整个水深范围内具有单值性的非线性弥散关系。比较可知,它具有在深水与中等水深逼近二阶Stokes波的弥散关系式,在浅水较Hedges,Kirby和Dalymple的修正表达式与Hedges的关系更加吻合的优点,且形式简练,用近似该非线性弥散关系的显式表达式,结合弱非线性效应的缓坡方程,得到考虑非线性弥散影响的波浪变形模型。数值模拟结果表明,用新的非线性弥散关系得到的模型对复杂地形进行模拟的结果和实测结果吻合很好。  相似文献   

5.
波浪非线性弥散关系及其应用   总被引:3,自引:0,他引:3  
针对Hedges及Kirby等对Kirby和Dahymple的非线性弥散关系的修正关系,在小波陡时中等水深范围存在较大偏差的问题,给出了一个新的非线性弥散关系。比较可知,新的关系在小波陡时减小了中等水深范围内50%的误差,而在大波陡时能够保持其单调性,且形式上更为简练。将其应用于含弱非线性效应的缓坡方程进行数值验证,结果表明,采用新的非线性弥散关系得到的计算结果与实测结果更为吻合。  相似文献   

6.
非线性效应对浅水水波变形的影响   总被引:3,自引:0,他引:3  
本文采用波数矢量无旋和波能守恒方程建立了一个考虑非线性作用的浅水水波变形数值模型,模型中采用Battjes关系与波数矢量无旋,波能守恒方程一起来求解波浪在浅水中变形的波浪要素,在波能守恒方程中考虑了底摩擦的影响。利用本文提出的数值模型对一个斜坡浅滩水域波浪折射绕射现象进行了验证,验证计算中用一个非线性经验弥散关系近似浅水水波变形的非线性效应并与用线性弥散关系的计算结果进行了比较,结果说明使用非线性  相似文献   

7.
在时域缓坡方程中,引入非线性修正项、高阶地形影响项以及能量耗散项,推导得出扩展型双曲缓坡方程。基于该方程,利用ADI格式建立波浪传播数学模型,并应用于椭圆形浅滩、Bragg反射正弦沙涟地形以及斜坡地形的波浪传播计算,计算结果与试验数据均吻合良好,表明该模型能够对近岸波浪的折射、绕射、反射、浅水变形、弱非线性、陡变地形影响以及破碎进行较好地模拟。  相似文献   

8.
推广了Kirby的有环境水流影响的缓坡方程,得到了综合考虑环境水流(水流因子)、非线性弥散影响(非线性因子)、底摩擦波能损失(底摩擦因子)、非缓坡地形影响(地形因子)、折射、绕射、波浪破碎多种变形因素的波浪传播控制方程,并给出了非线性因子、地形因子、底摩擦因子、水流因子的确定方法。基于导出的方程做进一步推导,得到了波高和波向为变量的综合考虑多种变形因素的波浪传播基本方程,该方程有许多优点:1)其绕开了求解波势函数的困难,将椭圆型方程的边值问题化为初值问题;2)直接求解波高和波向;3)可采用有限差分法离散求解,对空间步长没有限制,适合大面积海区波场计算;4)综合考虑了多种波浪变形因素,方程更为合理,5)容易处理波浪破碎问题。  相似文献   

9.
强非线性和色散性Boussinesq方程数值模型检验   总被引:1,自引:1,他引:0  
采用同位网格有限差分法,建立了强非线性和色散性Boussinesq方程数值计算模型。以稳恒波Fourier近似解给定入射波边界条件,对均匀水深深水和浅水域不同非线性的行进波、缓坡地形上深水至浅水域的浅水变形波、以及缓坡和陡坡地形上的波浪水槽实验进行了数值计算,并将计算结果与解析解、解析数值解以及实验值进行了较为详细的比较,从而检验了模型的色散性、非线性以及不同底坡下非线性波的浅水变形性能。  相似文献   

10.
在对缓坡方程和Boussinesq方程研究的基础上,从方程的基本形式和特征以及频散关系等方面对二者进行了分析和比较,明确了线性缓坡方程在频散性上要好于非线性Boussinesq方程。此外还对Boussinesq型模型与抛物型缓坡方程模型在Berkhoff椭圆地形的计算结果及其精度也进行比较,计算结果与实测数据吻合很好,说明这两种模型都可以用于模拟近岸波浪传播过程所发生的各种变形。但由于各自控制方程对各物理过程的处理不同,因此各有特征。  相似文献   

11.
Nonlinear Dispersion Effect on Wave Transformation   总被引:5,自引:2,他引:3  
—A new nonlinear dispersion relation is given in this paper.which can overcome the limitationof the intermediate minimum value in the dispersion relation proposed by Kirby and Dalrymple(1986).and which has a better approximation to Hedges'empirical relation than the modified relations by Hedges(1987).Kirby and Dalrymple(1987)for shallow waters.The new dispersion relation is simple in form.thusit can be used easily in practice.Meanwhile,a general explicit approximation to the new dispersion rela-tion and other nonlinear dispersion relations is given.By use of the explicit approximation to the newdispersion relation along with the mild slope equation taking into account weakly nonlinear effect.amathematical model is obtained,and it is applied to laboratory data.The results show that the model de-veloped with the new dispersion relation predicts wave transformation over complicated topography quitewell.  相似文献   

12.
Nonlinear Dispersion Relation in Wave Transformation   总被引:13,自引:1,他引:13  
1 .Introduction1ThisworkwasfinanciallysupportedbytheNaturalScienceFoundationofChina (GrantNo .4 0 0 760 2 6and 4 0 0 760 2 8) Correspondingauthor.E mail:rjli@hhu .edu .cn  Itisaveryusefulandeffectivewaytoadjustthewavedispersionrelationforthestudyofthenon linearityofwavepro…  相似文献   

13.
Nonlinear Effect of Wave Propagation in Shallow Water   总被引:7,自引:2,他引:5  
—In this paper,a nonlinear model is presented to describe wave transformation in shallow wat-er with the zero-vorticity equation of wave-number vector and energy conservation equation.Thenonlinear effect due to an empirical dispersion relation(by Hedges)is compared with that of Dalrymple'sdispersion relation.The model is tested against the laboratory measurements for the case of a submergedelliptical shoal on a slope beach,where both refraction and diffraction are significant.The computation re-sults,compared with those obtained through linear dispersion relation.show that the nonlinear effect ofwave transformation in shallow water is important.And the empirical dispersion relation is suitable for re-searching the nonlinearity of wave in shallow water.  相似文献   

14.
A Modified Form of Mild-Slope Equation with Weakly Nonlinear Effect   总被引:6,自引:0,他引:6  
Nonlinear effect is of importance to waves propagating from deep water to shallow water.Thenon-linearity of waves is widely discussed due to its high precision in application.But there are still someproblems in dealing with the nonlinear waves in practice.In this paper,a modified form of mild-slope equa-tion with weakly nonlinear effect is derived by use of the nonlinear dispersion relation and the steady mild-slope equation containing energy dissipation.The modified form of mild-slope equation is convenient to solvenonlinear effect of waves.The model is tested against the laboratory measurement for the case of a submergedelliptical shoal on a slope beach given by Berkhoff et al,The present numerical results are also comparedwith those obtained through linear wave theory.Better agreement is obtained as the modified mild-slope e-quation is employed.And the modified mild-slope equation can reasonably simulate the weakly nonlinear ef-fect of wave propagation from deep water to coast.  相似文献   

15.
New Numerical Scheme for Simulation of Hyperbolic Mild-Slope Equation   总被引:2,自引:0,他引:2  
The original hyperbolic mild-slope equation can effectively take into account the combined effects of wave shoaling, refraction, diffraction and reflection, but does not consider the nonlinear effect of waves, and the existing numerical schemes for it show some deficiencies. Based on the original hyperbolic mild-slope equation, a nonlinear dispersion relation is introduced in present paper to effectively take the nonlinear effect of waves into account and a new numerical scheme is proposed. The weakly nonlinear dispersion relation and the improved numerical scheme are applied to the simulation of wave transformation over an elliptic shoal. Numerical tests show that the improvement of the numerical scheme makes efficient the solution to the hyperbolic mild-slope equation. A comparison of numerical results with experimental data indicates that the results obtained by use of the new scheme are satisfactory.  相似文献   

16.
Hedges及Kirby等的非线性弥散关系及其修正式在浅水区小波陡时存在较大误差 ,李瑞杰等针对这个问题给出了新的非线性弥散关系式。本文通过对各种非线性弥散关系计算分析可知 ,由李瑞杰等提出的非线性弥散关系除了具有Hedges ,Kirby和Dalrymple等人提出的非线性弥散关系及修正式的优点外 ,还能大大地减小在小波陡相对水深为 1相似文献   

17.
1. Introduction The application of the equation taking into account the weak nonlinearity along with the specificboundary condition is a very important and feasible way to study the wave field influenced by weak non linearity, including refraction, diffraction and shoaling. Results of study show that the method can givesufficient accuracy for practical purposes (Booij, 1981; Hedges, 1987; Choi, 1995; Dingemans,1997; Zhu and Hong, 2001; Li and Yu, 2002; Inan and Balas, 2002; Sun and Ga…  相似文献   

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