海洋内波的控制方程组     

袁业立  乔方利  戴德君 《海洋科学进展》2003,21(3):243-250

从海水质量守恒律、盐量守恒律、动量守恒律、熵变化律和海水状态律出发，给出了低频变密度海洋运动的原始控制方程和它的各类实用形式。在推导的过程中着重明确控制方程各种近似形式的数学物理意义，这使我们在使用这些方程时更严格、更准确。  相似文献   

A Study of Eddy Viscosity Coefficient in Numerical Tidal Simulation     

CHEN Yongping 《中国海洋工程》2001,(2):241-252

Based on the fluid motion equations, the physical meaning of eddy viscosity coefficient and the rationality of the Boussinesq hypothesis are discussed in this paper. The effect of the coefficient on numerical stability is analyzed briefly. A semi-enclosed rectangular sea area, with an orthogonal spur dike, is applied in a 2-D numerical model to study the effect of horizontal eddy viscosity coefficient (AH). The computed result shows that AH has little influence on the tidal level and averaged flow velocity, but has obvious influence on the intensity and the range of return flow around near the spur dike. Correspondingly, a wind-driven current pool and an annular current are applied in a 3-D numerical model respectively to study the effect of vertical eddy viscosity coefficient (Av). The computed result shows that the absolute value of Av is inversely proportional to that of horizontal velocity, and the vertical gradient value of Av determines the vertical distribution of horizontal velocity. The distrib  相似文献   

On the Range of Validity and Accuracy of Boussinesq-Type Models     

许泰文杨炳达  曾以帆 《中国海洋工程》2004,18(1):93-106

In this paper the range of validity and comparison of accuracy of three Boussinesq-type models (Madsen and Sφrensen, 1992; Nwogu, 1993; Wei et al., 1995; referred to as MS, NW and WKGS, respectively) are analyzed and discussed. The governing equations are extended to the second-order approximations to keep higher-order nonlinear terms. Two key parameters ε and μ representing wave nonlinear and frequency dispersive properties are used to demarcate the limit of applicability for these three models. The accuracy of predictions by each model is compared by the relative errors with and without hlgher-order nonlinear terms in Boussinesq equations. A numerical model is developed based on one-dimensional Boussinesq equations and applied to the case of waves propagating over a submerged bar. The performance and feasibility of each model are tested against laboratory data.  相似文献   

海浪特性及其传播变形研究新进展     

俞聿修 《海洋工程》2001,19(4):94-99

综述第27届国家海岸工程会议（ICCE2000）上有关海浪特性及其传播变形研究的新进展，内容包括海浪的时域特性，海浪的特征，海浪的传播变形和波浪的破碎，反射等四部分。  相似文献   

Generation of waves in Boussinesq models using a source function method   总被引：4，自引：0，他引：4  

Ge Wei  James T. Kirby  Amar Sinha 《Coastal Engineering》1999,36(4):1027

A method for generating waves in Boussinesq-type wave models is described. The method employs a source term added to the governing equations, either in the form of a mass source in the continuity equation or an applied pressure forcing in the momentum equations. Assuming linearity, we derive a transfer function which relates source amplitude to surface wave characteristics. We then test the model for generation of desired incident waves, including regular and random waves, for both one and two dimensions. We also compare some model results with analytical solution and available experiment data.  相似文献   

非线性弱色散波内部流场的重构   总被引：1，自引：0，他引：1  

刘桦  Theodore  Y．Wu 《海洋工程》1999,(1):2

基于势流理论和级数直接求逆方法,本文建立了基于Ｂｏｕｓｉｎｅｓｑ方程或Ｇｒｅｅｎ－Ｎａｇｈｄｉ方程给出的水深平均流速或某特征流速及波面信息重构非线性弱色散波内部流场的算法。以Ｂｏｕｓｉｎｅｓｑ方程的孤立波解为例,用本反演方法计算了孤立波的表面水平流速及底部水平流速。结果表明本算法是有效的。本反演算法可用于获取非线性弱色散波的内部流场的详细信息。  相似文献   

Dynamics of Absolute Vorticity in the Boussinesq Fluid     

Zuohao Cao 《大气科学进展》1999,16(3):482-486

1.IntroductionDensityoffluidsisaveryimportantquantitytodeterminenuidpropertiessuchascompressibilityandbaroclinicity.Becauseofcomplexityofdensityvariationinrealfluids,variousassumptionshavebeenmadetoreducethedegreeofthecomplexity.TheBoussinesqapproximation(Boussinesq,1903;SpiegelandVeronis,1960;Turner,1973;DrazinandReid,1981)isoneoftheseassumptions,whichiswidelyusedinthestudiesofatmosphericsciencessuchasfrontogenesis(Hoskins,1972;Thorpe,1990),convectionandclouddynamics(OguraandPhillips,1962…  相似文献   

冲绳海槽地震海啸的数值试验研究   总被引：1，自引：0，他引：1       下载免费PDF全文

温燕玲  朱元清  宋治平  李伟  刘双庆 《地球物理学进展》2008,23(2):326-332

在分析东海水深与地震情况基础上,我们认为冲绳海槽地震具有引发海啸的条件,并对该区海啸传播过程采用单侧破裂方式的有限移动源模型和高阶Boussinesq方程做了一维有限差分法数值模拟,给出了海啸传播过程波形和速度变化图.我们从模拟结果得到初步结论:冲绳海槽特大地震海啸传播到上海近海在5小时后,近海波高在几十厘米范围内.  相似文献   

不同方式处理后软土地基侧向变形规律   总被引：1，自引：0，他引：1  

陈继彬  赵其华  彭社琴  陈子扬 《岩土力学》2013,34(Z1):340-347

高速公路建设期侧向位移的控制是评价路基变形的重要依据。依据四川省遂－资（遂宁至资阳）高速公路软基沉降变形观测的数据,通过对现场监测资料的分析,分别探讨西南地区软土路基经塑料排水板（PVD）、碎石桩处理后,路基侧向变形y与深度z,最大侧向变形增量△ym与地表沉降增量△SD,平均侧向变形量Sy与地表沉降量Sf的变化规律。 研究表明,（1）根据Boussinesq解答和实测数据得到路堤荷载作用面积下变形y随着深度z大致呈“S”形变化,近地表变化剧烈,随荷载增加最大侧向位移深度基本保持不变,土体最大侧向变形深度与路堤填筑高度无关,与土性有关;（2）经PVD处理后的软基在填筑期、预压期均有大量侧向位移发生,各占总位移量的50%,最大侧向位移深度在距离地表1.0～1.5 m处;（3）经碎石桩处理后软基侧向位移在填筑期已完成总位移量的75%～80%,总位移量明显小于PVD处理后软基侧向位移量,最大侧向位移深度在距离地表2.5～3.5 m处;（4）PVD处理软基在固结阶段△ym/△SD、Sy/Sf分别为0.15～0.30和0.10～0.20,大于填筑前期2～4倍,而碎石桩处理软基固结阶段△ym/△SD、Sy/Sf分别为0.10～0.15和0.03～0.05,各个阶段变化相当。  相似文献   

非线性波浪时域计算的三维耦合模型   总被引：3，自引：1，他引：2  

齐鹏  王永学  邹志利  邱大洪 《海洋学报》2000,22(6):102-109

将计算区域Ω划分为内域Ω₁和外域Ω₂(Ω₂=Ω-Ω₁),外域控制方程采用改进线性频散特性的二维Boussinesq方程,用预报一校正法数值求解;结构物附近的内域控制方程为三维Navier-Stokes方程,由VOF方法数值求解。通过在外域和内域相匹配的交界面上设置合适的速度和波面边界条件,建立了三维非线性波浪时域计算的耦合模型。模拟试验表明:(1)耦合模型数值波浪水池可以产生稳定的、重复性较好的波动过程;(2)用耦合模型数值波浪水池求解较大浅水区域上的非线性波浪数值计算问题可以取得较高的计算效率,同时又能得出结构物附近的复杂流场。  相似文献