共查询到19条相似文献，搜索用时 109 毫秒
1.
一个东海嵌套网格台风暴潮数值预报模式的研制与应用 总被引：10，自引：3，他引：10
建立了一个覆盖东海的两重嵌套网格高分辨率台风暴潮数值预报模式.粗、细网格模式分辨率分别为6'和2'.两套网格的嵌套采用单向松弛套网格技术,即在细网格的内边界附近建立了一个“过渡区”,对预报的物理量进行松弛,使粗、细网格模式变量逐步过渡,避免了边界附近寄生波的产生,从而增加了模式的稳定性.利用该模式,对显着影响东中国海地区的6次风暴潮过程进行了后报和预报试验.与观测资料比较,数值结果令人满意. 相似文献
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厦门港三维潮流数值模拟 总被引：9，自引：0，他引：9
由于厦门港滩涂面积较大,地形复杂,在建立厦门港三维模型时,采取了以下方法：二维嵌套三维模型,大网格嵌套小网格,在计算中采用全隐格式进行差分,变边界过程采用窄缝法进行模拟,并考虑侧向摩擦作用。在模型的建立过程中还采用ＧＩＳ技术,建立模型的边界,网格及水深,提高了建模效率。用该模型对厦门前埔围海工程进行潮流数值模拟,得到了满意的结果。 相似文献
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《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
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台湾地形地台风Dot运动影响的数值研究 总被引：3，自引：0，他引：3
本文将功能，高分辨率的中尺度数值模拟ＣＳＵ－ＲＡＭＳ改为嵌套网格的台风数值模式，并且用该模式成功地模拟出台风Ｄｏｔ在台湾地形影响下产生不连续跳跃式的异常路径，分析了产生这种异常路径的原因是地形诱生低压发生发展的结果。 相似文献
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利用POM模式模拟了2007年0303号温带风暴潮在海州湾的增减水过程,以期为风暴潮预报提供参考。模式计算时采用2重嵌套网格,大网格为小网格提供边界水位和边界流速。风场、气压场由连云港观测站实测资料逐步订正后得到。水位计算值与实测结果基本吻合,很好地再现了风暴潮增减水过程。 相似文献
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本研究针对第三代MASNUM海浪模式的并行设计特点,设计实现了并行化不规则嵌套计算,从而提高了海浪模式嵌套模拟的灵活性和时效性.选取浙江舟山、宁波附近海域,利用201 1年的NCEP再分析风场作为强迫,采用大、中、小网格并利用该嵌套模式进行了三重嵌套应用.其中大、中区域实验均采用规则矩形方式设置开边界,大区域的模拟结果为中区域嵌套实验提供开边界条件,同时中区域嵌套输出小区域嵌套实验在不规则开边界上的边界条件.中区域的实验结果与卫星观测资料的对比表明:嵌套实验比无嵌套实验的误差小30％左右,二者在开边界附近的有效波高差异较大,达到0.5m以上.8月份中区域的无嵌套实验所得有效波高平均为0.7m,最大值为3.6m,嵌套实验结果则分别为1.0、7.1m,后者更接近以往观测资料所显示的平均波高1.5～2.0 m和最大波高5.0 ～10.0 m的结果,表明该常规嵌套方式的可行性.小区域实验也包含嵌套和无嵌套2个实验,开边界均采用不规则形状.实验结果表明:在5～8月期间,嵌套实验的波向与无嵌套的波向差异较明显,主要表现为外海传入;在6～7月份,嵌套实验与无嵌套实验有效波高的差值达1.0m以上;嵌套实验的周期普遍大于无嵌套的模拟结果,其最大差异为8 s.上述实验结果表明,该嵌套模式可实现规则开边界区域和不规则区域的嵌套模拟,可应用于复杂近岸区域的海浪数值模拟和预报,有效提高对关注区域海浪的模拟能力. 相似文献
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就二维浅水体动力方程应用物理意义明确的有限体积法，收敛快而稳定的五对角全隐格式，以及嵌套，变步长的网格和动边界技术，进行二维海流场的数值计算，并研究了开边界为斜断面的定解条件的数值方法和开边界上断面各点水位的计算方法。最后把本数值方法应用于某海岸工程的可行性研究，并验证了这种海流数值计算方法的合理性。 相似文献
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就二维浅水流体动力方程应用物理意义明确的有限体积法，收敛快而稳定的五对角全隐格式，以及嵌套、变步长的网格和动边界技术，进行二维海流场的数值计算，并研究了开边界为斜断面的定解条件的数值方法和开边界上断面各点水位的计算方法。最后把本数值方法应用于某海岸工程的可行性研究，并验证了这种海流数值计算方法的合理性。 相似文献
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In the present study, a Fourier analysis is used to develop expressions for phase and group speeds for both continuous and discretized, linearized two-dimensional shallow water equations, in Cartesian coordinates. The phase and group speeds of the discrete equations, discretized using a three-point scheme of second order, five-point scheme of fourth order and a three-point compact scheme of fourth order in an Arakawa C grid, are calculated and compared with the corresponding values obtained for the continuous system. The three-point second-order scheme is found to be non-dispersive with grid resolutions greater than 30 grids per wavelength, while both the fourth-order schemes are non-dispersive with grid resolutions greater than six grids per wavelength. A von Neumann stability analysis of the two- and three-time-level temporal schemes showed that both schemes are stable. A wave deformation analysis of the two-time-level Crank–Nicolson scheme for one-dimensional and two-dimensional systems of shallow water equations shows that the scheme is non- dispersive, independent of the Courant number and grid resolution used. The phase error or the dispersion of the scheme decreases with a decrease in the time step or an increase in grid resolution. 相似文献
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在CFD中,网格的划分有时是一个很重要的问题。在势流理论的DAWSON方法中,有一套生成网格的基本方法,但初值的选择是人为的,因此,如何选择一个合理的初值乃是一个关键的问题。有鉴于此,本文就WIGLEY船型,基于正交设计原理,设计了数值试验方案,研究了各种不同的初值对波形图和源强分布图以及兴波阻力的影响,并据此给出了一个选择合适初值的方法。 相似文献
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《Ocean Modelling》2007,16(1-2):61-75
There is an increasing interest to move ocean codes from classical Cartesian staggered mesh schemes to unstructured staggered grids. By using unstructured grid models one may construct meshes that follow the coastlines more accurately, and it is easy to apply a finer resolution in areas of special interest.In this paper we focus on how to approximate the Coriolis terms in such unstructured staggered grid models using equivalents of the Arakawa C-grid for the linear equations governing the propagation of the inertia-gravity waves. We base the analysis on a Delaunay triangulation of the region in question and use the Voronoi points and the midpoints on the triangle edges to define a staggered grid for the sea elevation and the velocity orthogonal to the edges of the triangles. It is shown that a standard method for the Coriolis weighting may create unphysical growth of the numerical solutions. A modified Coriolis weighting that conserves the total energy is suggested.In real applications diffusion is often introduced both for physical reasons, but often also in order to stabilise the numerical experiments. The growing modes associated with the unstructured staggered grids and equal weighting may force us to enhance the diffusion more than we would like from physical considerations. The modified weighting offers a simple solution to this problem. 相似文献
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四叉树网格下的椭圆型缓坡方程数值模型研究 总被引：1，自引：1，他引：0
波浪是近岸海域关键的水动力因素之一。考虑到近岸地形复杂、波浪演化显著的特点,建立了四叉树网格体系下的椭圆型缓坡方程数值模型,采用有限体积法对模型进行数值离散,应用GPBiCG(m, n)算法求解离散后的控制方程。模型中根据波浪波长布局计算网格,生成多层次四叉树网格,对复杂计算域有较好的适应性,并且在离散和方程求解中无需引入形函数、不产生复杂的交叉项,节约了存储空间和计算时间。将模型成功应用于物理模型实验及Acapulco海湾的波浪场数值模拟,结果表明该模型能够准确、高效地模拟近岸波浪场,可为近岸波浪场的模拟提供一定的理论和技术支持。 相似文献
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This is the first part of a publication that describes the generation of adaptive grids (this part), and simulations with vector-ocean-model (VOM) in unstructured grids resulting from the adaptation (part II). A static vertical adaptive grid in z-coordinates allows improving the approximation of topography and vertical resolution at slopes. Adaptive grids use elements from a set of grid sizes by multiplying a basic smallest cell size with powers of two, as in cell division. Grids with locally isotropic vertical resolution at surface, seabed, and slopes can be generated whereby resolution decreases towards the ocean interior. The adaptation to topography yields unstructured grids that are organised in a one-dimensional vector by column-wise storage of cells, discarding land cells. The vector storage suggested the model’s name. Grids are generated by an iterative procedure that relies on rules, i.e. criteria and directives to control the grid structure in favour of a good representation of physics and smooth numerical operations. The directives govern vertical resolution at sea surface and seabed, and at slopes. For the latter vertical resolution is extended in the horizontal. In the ocean interior horizontal distances between changes in grid size can be controlled for the sake of smooth numerics. The use of a z-grid that avoids transformation errors, the depth-independence of vertical resolution, and the lateral extension of vertical resolution at slopes towards the ocean interior are the most significant differences of adaptive grids in comparison to vertical coordinate transformations. Unstructured grids do not rely on a smoothing of topography and can be used within any of the horizontal Arakawa-grids. For the same topography directives allow creating various grids as demonstrated for a shelf-ocean topography. The number of cells per column in two unstructured grids generated for the North Atlantic may locally well exceed typical layer numbers in conventional model matrices. But the domain average is similar to layer numbers of today’s ocean models. Thus, with the same investment of cells per domain a higher resolution in slope regions can be achieved by unstructured grids as compared to conventional z-grids. 相似文献
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A numerical model for coastal water wave motion that includes an effective method for treatment of non-reflecting boundaries is presented. The second-order one-way wave equation to approximate the non-reflecting boundary condition is found to be excellent and it ensures a very low level of reflection for waves approaching the boundary at a fairly wide range of the incidence angle. If the Newman approximation is adopted, the resulting boundary condition has a unique property to allow the free propagation of wave components along the boundary. The study is also based on a newly derived mild-slope wave equation system that can be easily made compatible to the one-way wave equation. The equation system is theoretically more accurate than the previous equations in terms of the mild-slope assumption. The finite difference method defined on a staggered grid is employed to solve the basic equations and to implement the non-reflecting boundary condition. For verification, the numerical model is then applied to three coastal water wave problems including the classical problem of plane wave diffraction by a vertical circular cylinder, the problem of combined wave diffraction and refraction over a submerged hump in the open sea, and the wave deformation around a detached breakwater. In all cases, the numerical results are demonstrated to agree very well with the relevant analytical solutions or with experimental data. It is thus concluded that the numerical model proposed in this study is effective and advantageous. 相似文献
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适用于沙坝上Bragg反射的二阶Boussinesq方程数学模型及其数值验证 总被引：1，自引：1，他引：0
在二阶 Boussinesq 方程基础上,通过引入含水深导数项对该方程进行了理论上的改进,使得该方程在应用于无限沙坝 Bragg反射问题时与理论解析解在更大范围内符合.基于该改进的高阶 Boussinesq 方程,在非交错网格下建立了混合 4 阶的Adams-Bashforth- Moulton 格式的数学模型.将数值模型应用到有限个连续沙坝上波浪传播变形问题的数值模拟中,通过两点法给出数值波浪反射系数,将这些反射系数与已有的实验数据进行对比,对比表明改进后的模型计算出的反射系数与实验结果吻合更好,这验证了本文理论改进的有效性. 相似文献
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Climate change, reduced sea ice and increased ice-free waters over extended areas for longer summer periods potentially lead to increased wave energy in the Beaufort Sea (Wang et al., 2015; Khon et al., 2014) [1], [2], which is a major concern for coastal and offshore engineering activities. We compare two spectral wave models SWAN (Simulating WAves Nearshore) and MIKE 21 SW (hereafter MIKE21) in simulations of storm-generated waves in the Mackenzie Delta region of the southern Beaufort Sea. SWAN model simulations are performed using two nested grids system, whereas MIKE21 uses an unstructured grid system. Forcing fields are defined by hourly hindcast winds. Moving ice edge boundaries are incorporated during storm simulations. Modelled wave spectra from four storms are shown to compare well with field observations. Two established whitecapping formulations in SWAN are investigated: one dependent on mean spectral wave steepness, and the other on local spectral steepness. For the Beaufort Sea study area, we suggest that SWAN wave simulations using the latter local spectral steepness formulation are better than those using the former mean spectral steepness formulation. MIKE21 simulations also tend to agree with SWAN results using the latter whitecapping formulation. 相似文献
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将岸边划分为点、线两种类型边界，并相应给以观测潮位和法向流为零的不同边界条件，建立了ArakawaE网格中的分潮波方程的一种适定的数值计算方法，并对渤海四大分潮进行了试算。结果证明该方法在目前已知的这一类研究系列中是最为理想的方法。 相似文献