共查询到19条相似文献，搜索用时 406 毫秒
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长江口正压、斜压诊断及斜压预报模式--三维流场数值模拟 总被引：1，自引：0，他引：1
建立了σ坐标系下长江口正压、斜压诊断及斜压预报模式三维流场数学模型，采用k-kl二方程紊流闭合模型求解垂向涡粘系数。通过正压模式与斜压诊断模式、斜压诊断模式与斜压预报模式流场模拟结果的定量比较，说明了各种模式对长江口流场模拟精度影响的程度，推荐了长江口流场数值模拟采用的模式。 相似文献
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为了能够精确地拟合天然水域不规则的水陆边界,并能保持有限差分数值计算在矩形网格中进行,本文利用Thompson的数值网格生成技术,在长江口南支七丫口至横沙河段设计了一个椭圆型边界拟合坐标系,并在这个坐标系下建立了平面二维潮流数学模型。通过数值求解此数学模型,实现了计算区域内现状潮流的一个数值模拟,模拟结果表明,模式的设计是成功的。 相似文献
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港湾三维水动力和污染物扩散数值模型 总被引：7，自引：0，他引：7
本文提出一种浅海三维污染物扩散数值模拟的方法。首先建立σ坐标系下的Navier-Stoker方程及物质扩散方程。基于过程分裂法将前者分解为外模式（二维方程组）及内模式（三维方程组）；并且引入窄缝法对变边界进行模拟，由此建立三维σ坐标潮流模型；并找到σ坐标系下三维污染物扩散方程的差分方法，最后建立三维σ坐标污染物扩散模型。本模型已被应用于厦门海域，并对其2002年海水水质（CODCr值增量)进行了预测。应用结果表明，这种三维可变边界污染物扩散数值模型能够较好地对具有较大面积浅海滩涂的海区进行水质模拟和预测。 相似文献
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分步分层拟三维水流数学模型及其在廉州湾潮流计算中的应用 总被引：5，自引：0，他引：5
以Navier-Stokes方程为基础,经代数坐标变换导出模式方程,然后在该坐标系下将三维流场进行垂直分层,并在每一层内积分模式方程。在数值模拟求解方面,采用分步、特征差分近似与Galerkin集中质量有限元相结合的方法进行求解。在实际应用方面,对广西廉州湾潮流进行了三维模拟计算。 相似文献
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在对某一海域的流场进行数值模拟时,尽量提高目标水域的分辨率是普遍追求的目标之一。本文以胶州湾为例,提出了一个大、小网格嵌套的数值模型,并对海域内的防波堤狭长岛屿等视为线边界进行了数值处理,得到了满意的计算结果。 相似文献
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利用EcoTaihu生态模型中的压缩坐标系下三维水动力学子模型，对4种吞吐流量（换水周期分别为36d、7．2d、3．6d、35h），东、西、南、北风向，不同风速的风场作用下的浅水湖泊进行了数值模拟，分析比较了不同风速作用下湖泊分层流场及垂向平均流场结构的差异。结果表明，随着风速的增大，湖泊垂向平均流场逐渐由受吞吐流控制转变成受风生流场控制；在此转变过程中存在着临界风速值，当风速大小超过该值时，流场结构发生明显的改变；风向和吞吐流量是影响临界风速值大小的主要因素。风速变化对稳定状态的湖泊表层、次表层流场有较大影响，而对底层和次底层影响不大。在水深水平变化较大的区域，垂直平均流场结构对风速变化的响应较为敏感，易形成环流，浅水区垂向平均流向和风向一致，深水区则和风向相反；水深变化较小的水域，流场结构对风速变化的响应则较为迟钝。 相似文献
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基于原正交ECOM(Estuarine Coastal and Ocean Model)模式，把它改进为非正交曲线坐标系下模式，以较好地拟合河口海岸岸线的变化，有效提高局部空间分辨率，提高计算速度和精度；应用预估修正法提高模式的稳定性；扣除局域平均密度层结提高。坐标系下斜压压强梯度力的计算精度；采用Euler-Lagrange方法改进物质输运方程中的平流项计算方法。数值试验结果证明以上4种方法有效地提高了模式的计算精度。把改进的模式应用于长江河口、杭州湾及邻近海区，模拟结果与观测资料较为一致。改进后的模式可更好地应用于河口海岸的研究中。 相似文献
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This paper presents a numerical model study of the propagation of water waves using the parabolic approximation of the mild-slope equation in the orthogonal coordinate system. Two types of coordinate systems are studied: (a) a general form of orthogonal coordinate system and (b) the conformal system, a special form of orthogonal coordinate system. Two typical examples, namely, expanded breakwaters and a circular channel, are studied to validate the model. First, the examples are studied by use of the general orthogonal coordinates. Then the same examples are computed by use of the confonnal system. The computational results show that the confonnal coordinate system generally gives better predictions than the general orthogonal system. A numerical technique for generating the conformal grid is combined with the numerical model to improve the practicability of the model. The comparison between the result from the numerical grid system and that from the analytical grid system shows that reliable computational results can be obtained by use of the numerical confonnal grid system. 相似文献
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Fengyan Shi Robert A. Dalrymple James T. Kirby Qin Chen Andrew Kennedy 《Coastal Engineering》2001,42(4):258
Based on the fully nonlinear Boussinesq equations in Cartesian coordinates, the equations in generalized coordinates are derived to adapt computations to irregularly shaped shorelines, such as harbors, bays and tidal inlets, and to make computations more efficient in large near-shore regions. Contravariant components of velocity vectors are employed in the derivation instead of the normal components in curvilinear coordinates or original components in Cartesian coordinates, which greatly simplifies the equations in generalized curvilinear coordinates. A high-order finite difference scheme with staggered grids in the image domain is adopted in the numerical model. The model is applied to five examples involving curvilinear coordinate systems. The results of these cases are in good agreement with analytical results, experimental data, and the results from the uniform grid model, which shows that the model has good accuracy and efficiency in dealing with the computations of nonlinear surface gravity waves in domains with complicated geometries. 相似文献
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In this study, the Navier-Stokes equations and the pressure Poisson equation for two-dimensional time-dependent viscous flows are solved with a finite difference method in a curvilinear coordinate system. With this numerical procedure, the vortex shedding flow past a circular cylinder near a wall is investigated. The flow is calculated for a broad range of gap ratios for different Reynolds numbers ranging from 80 to 1000. Based on the numerical solutions, the vortex shedding is observed using various methods, and the mechanism for the vortex shedding suppression at small gap ratios is analyzed. The critical gap ratio at which the vortex shedding is suppressed is identified at different Reynolds numbers. 相似文献
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应用不规则三角形网格，结合有限元法和有限差分法的优点，对易引起不稳定的对流项采用迎流技术，建立了非恒定水深平均的水流数学模型和水质数学模型。另外，还在潮汐河流不规则三角形网格的生成和图形可视性方面作了初步尝试。 相似文献
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1.Introduction Riverflowsinacompoundchannelofteninundatetheadjacentplainsathighdischarges.This generatesacomplicatedflowstructurebetweenthemainchannelflowandthefloodplainflow.In straightchannels,thevelocitydifferencebetweentheflowinthemainchannelandthatontheflood plainisoneofthemostdistinctivecharacteristics.Thisintroducesseveralphysicalandphenomenologi calfeaturesaroundthejunctionbetweenthemainchannelandthefloodplain,namely,theformation ofahighhorizontalshearlayerandstreamwiseandverticalvorti… 相似文献
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Computational modeling is assuming increased significance in the area of biohydrodynamics. This trend has been enabled primarily by the widespread availability of powerful computers, as well as the induction of novel numerical and modeling approaches. However, despite these recent advances, computational modeling of flows in complex biohydrodynamic configurations remains a challenging proposition. This is due to a multitude of factors, including the need to handle a wide range of flow conditions (laminar, transitional, and turbulent), the ubiquity of two-way coupled interaction between the fluid and moving/deformable structures, and, finally, the requirement of accurately resolving unsteady flow features. Recently, as part of an Office of Naval Research sponsored review, the objective of which was to distill the science related to biology-based hydrodynamics for maneuvering and propulsion, an extensive survey of computational biohydrodynamics was undertaken. The key findings of this survey are reported in this paper. 相似文献
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The hydrodynamic forces acting on an oblate spheroid placed in an oscillating free stream are obtained for the special case of inviscid flow. The flow is assumed incompressible and axisymmetric and the free stream oscillations are harmonic. The flow direction is always along the spheroid's axis of symmetry. Analytical expressions are obtained for the potential and stream functions as well as the surface pressure distribution and the hydrodynamic force coefficient. The analysis is based on the solution of the unsteady equations of motion and continuity in oblate spheroidal coordinate system. The parameters involved are the major to minor axes ratio and the Strouhal number. The solutions for the two limiting cases of oscillating flows over disks and spheres can be easily obtained from the presented analytical solution. 相似文献
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Arata Kaneko 《Coastal Engineering》1983,7(3):271-284
The unsteady shallow-water vorticity equation dominating nearshore flow on a gently sloping plane beach has been solved by using the implicit finite difference technique under the assumption of constant viscosity over the flow field. The result of computation showed that pairs of nearshore circulation cells are generated through the nonlinear effect of flow in the boundary layer formed by the run-up movement of a standing edge wave along a shoreline and the paired cell has the spacing of half a wavelength of the edge wave. When the leaky-mode standing wave of Lamb with the same wave period as the edge wave and the wave crest parallel to a shoreline was superposed on the edge wave field, the alongshore spacing of circulation cell doubled and seaward flow in the cell concentrated in the narrow zone like a ‘rip current’. Although no effect of breaking waves is considered in the computation, such a mechanism may also generate some kinds of nearshore circulation systems observed in a sea. 相似文献