共查询到20条相似文献,搜索用时 234 毫秒
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通过引用气体动力学中的Osher格式计算控制体交界面通量,建立了一种基于有限体积法的河道紊流三维数学模型。该格式是对准确的非线性黎曼问题的近似解法,具有很好的守恒性、逆风性、单调性和高分辨率捕捉间断的能力,解决了河床变化剧烈处水流计算易发散的难题,在紊流模型的选取上,考虑到紊动能量和紊动尺度在水平方向和垂直方向上的差异,平面上采用大涡模型,垂向上采用k-ε模型。通过桥墩和丁坝局部水流实测资料校核模型模拟局部复杂水流结构的能力,模型计算得到的马蹄涡、回流结构及流速分布与实测基本一致。 相似文献
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孔腔流动中包含着流动分离和失稳以及涡旋相互干扰等复杂的流动现象。孔腔涡旋流动引起的流体振荡能够引起脉动压力的显著增加从而产生强烈的噪声,在工程实际中备受关注。湍流脉动压力是流激噪声的重要来源,也是湍流研究中的基础性问题,对其进行数值计算研究是流声耦合领域的重要内容,而湍流脉动压力波数—频率谱的构建更是该领域的技术难点。文章采用大涡模拟方法(LES)对孔腔脉动压力进行了数值模拟,考察了四套网格和四种亚格子应力模型对计算结果的影响,并与试验结果进行比较,验证数值计算方法的可靠性。首先采用大涡模拟方法计算了孔腔的脉动压力,并与中国船舶科学研究中心的空泡水筒试验结果进行对比分析。接着详细地分析孔腔脉动压力,研究亚格子应力模型和网格数量对计算结果的影响。最后,对数值计算得到的脉动压力多元阵列结果进行时间/空间Fourier变换,构建了三维脉动压力波数-频率谱。该文工作对今后流激结构振动噪声的预报和流动控制研究奠定了基础。 相似文献
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此研究从N-S基本方程出发,采用亚格子尺度模型,运用大涡模拟方法,通过数值计算研究了船舶螺旋桨机翼型桨叶在低马赫数下的粘性绕流情况,其中包括创建模型、网格划分等,获得了速度场、压力场和涡量场等图像,对减小船舶阻力、降低振动噪声和提高船舶螺旋桨的设计水平具有十分积极的现实意义。 相似文献
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大型混凝土齿形丁坝首次应用于深水航道整治工程中,其与水流相互作用的影响并不清晰。通过理论分析与数值模拟的方法对新型丁坝的壅水特性进行研究,并通过与其它坝型结构对比分析了新型丁坝对过坝水流的影响,进而通过阻挡流量的表征方法对新型丁坝的水流力计算方法进行探讨。研究发现新型丁坝壅水公式能够较为合理地预测其壅水值,且由于基床的存在,新型丁坝对过坝水流的影响较小,同时,通过阻挡流量表征的水流力计算公式形式更为简便。新型丁坝的引入对长江沿岸水沙及生态平衡起到保护作用,其研究成果可为新型丁坝的设计及应用提供科学的理论指导,也对其他新型结构设计具有借鉴价值。 相似文献
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SUN Tao GUO Jin-cheng SUN Hai-ou 《船舶与海洋工程学报》2005,4(4):7-11
The configuration and aerodynamic performance of the inlet system are important aspects in the process of installing a gas turbine on a naval vessel. Under the requirements, large eddy simulation (LES) is used to simulate the three-dimensional fluid flow in the wave blocker of a marine inlet filter. The Smagorinsky-Lilly sub-grid model was used to model motions of small-scale structures. During numerical simulation, the SIMPLE algorithm was applied. The central-differencing spatial discretization scheme and the second order accuracy finite difference for the temporal discretization were used. Simulation gives satisfactory distribution of the vorticity fields and turbulent kinetic energy. Compared with the k-ε turbulent model, the results of LES are better for the distribution of parameters. The results of experimental study in a small-scale wind tunnel indicate that numerical calculation has higher accuracy. Therefore, the methods used are worthy of reference and introduction for the design of an inlet system. 相似文献
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In this study, the performance of the horizontal large eddy simulation module, developed at the University of Leuven (HLES-KULeuven module) is assessed. A comparison between different subgrid scale models has been carried out. The study is concerned with the non-rotating and unstratified flows. The results of the simulation for an oscillatory backward facing (BFS) flow are presented in case of an expanding flume based on a one-length scale approach and a two-length scale approach. Three subgrid scale (SGS) models have been tested: Smagorinsky SGS model (Smagorinsky, J., (1963). General circulation experiments with the primitive equations, I. the basic experiments. Monthly Weather Review, 91(3), 99–164), Uittenbogaard SGS model (Uittenbogaard, R.E., and van Vossen, B., (2004). Subgrid-scale model for quasi-2D turbulence in shallow water. Shallow Flows. Jirka and Uijttewaal (Eds.), Taylor & Francis Group, London, ISBN 90 5809 700 5) and a proposed two-length scale approach. The first two models are considered to be a one-length scale models. A simulation without a subgrid scale model for the horizontal mixing has also been conducted. In all simulations, a quadratic friction model parameterizes the dissipation produced by the 3D-subdepth scale turbulence. The two-length scale concept uses a newly mixing length formulation for the quasi-2D turbulence and doesn't depend on the filter width in contrast to the one-length scale approach, in which the mixing length is function of the filter width. The outputs of the HLES-KULeuven module have been compared with the experimental data taken from Stelling, G.S., and Wang, L.X., (1984). Experiments and computations on separating flow in an expanding flume. Dept. Civil Engineering, Delft University of Technology, Report 2–84.). The two-length scale approach has been validated with experimental data from SERC Flood Channel Facility at HR Wallingford. In general, there is a qualitative agreement with the experimental data. It has also been found that the two-length scale approach produces more elongated and less isotropic vortex than the one-length scale models. 相似文献
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透水丁坝坝后回流区长度研究 总被引:11,自引:0,他引:11
基于沿水深方向积分的平面二维水流运动方程组,在采用合理的假定条件下,推导出透水丁坝坝后回流区长度计算公式,研究结果表明,透水丁坝坝后回流区长度不仅与坝长、水深、糙率、面积缩窄比、河宽缩窄比等因素有关,而且与丁坝本身的渗流量有关。 相似文献
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Takafumi Kawamura 《Journal of Marine Science and Technology》2000,5(3):112-122
Direct numerical simulation (DNS) and large eddy simulation (LES) of turbulent shear flow beneath a flat water surface with
imposed wind shear stress are presented. The results of DNS indicate that there are clear differences, and also similarities,
between wind-driven flow and the flow near a solid wall. The qualitative structures of turbulence are similar in both types
of flow. Low-speed streaks are also present in wind-driven flow. On the other hand, profiles of the mean velocity and turbulence
intensities in wind-driven flow are significantly different from those in flow near a solid wall. The differences are attributed
to the lack of a viscous sublayer, and to the boundary condition which allows fluctuations of the tangential velocity components
at the boundary. LES of the same flow was also carried out to evaluate subgrid-scale models. It was shown that the features
of the flow observed in DNS are well simulated by all models tested, and that the discrepancies between DNS and LES with the
dynamic mixed model are very small.
Received: August 17, 2000 / Accepted: December 22, 2000 相似文献