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Numerical simulations using momentum source wave-maker applied to RANS equation model 总被引：2，自引：0，他引：2
For Navier-Stokes equation model using the VOF scheme, Lin and Liu (Lin, P. and Liu, P.L.-F. (1999). Internal wave-maker for Navier-Stokes equations models. J. Waterw. Port Coast. Ocean Eng., 125 (4), 207–215.) developed an internal wave-maker method for which a mass source function of the continuity equation was used to generate target wave trains. Using this internal wave-maker method, various numerical experiments have been conducted without any problems due to waves reflected by a wave-maker. In this study, an internal wave-maker method using a momentum source function was proposed. Various numerical simulations in two and three dimensions were performed using the momentum source wave-maker applied to the RANS equation model in a CFD code, FLUENT. To verify their applicability in 2 dimensions, the computational results obtained using the momentum source wave-maker in a channel of constant depth were compared with the results obtained by using the mass source wave-maker and with the analytical solutions. And the results of the present numerical simulations of hydraulic experiments, which represent nonlinear waves on a submerged shoal and breaking waves on a plane beach, were compared with measurements. The comparisons showed good agreements between them. To see their applicability into 3-dimensional cases, the present results in a basin of constant depth were compared with the analytical solutions, and they agreed well with each other. In addition, vertical variation of longshore current was presented by using the 3-dimensional simulation results. 相似文献
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Computational fluid dynamics (CFD) applications are increasingly utilized for modelling complex flow patterns in natural streams and rivers. Although CFD has been successfully implemented to model many complex flow situations in natural stream settings, adequately characterizing the effects of gravel and cobble beds on flow hydraulics in CFD is a difficult challenge due to the scale of roughness lengths and the inadequacy of traditional roughness representations to characterize flow profiles in situations with large roughness elements. An alternative method of representing gravel and cobble beds is presented. Appropriate drag forces associated with different grain sizes are computed and included in the momentum equations to account for the influence of a hydraulically rough bed. Comparisons with field measurements reveal reasonable agreement between measured and modelled profiles of spatially averaged velocity and turbulent kinetic energy, and model fidelity to the non‐logarithmic behaviour of the velocity profiles. The novel method of representing coarse beds expands the utility of CFD for investigating physical processes in natural channels with large bed roughness. Copyright © 2005 John Wiley & Sons, Ltd. 相似文献
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鉴于《港口与航道水文规范》(JTS145—2015)中缺少扭王字块体斜坡堤越浪量的计算方法,因此开展相关的试验研究对规范发展和工程设计具有重要意义。在基于FLUENT软件的数值模型中,通常采用多孔介质区中的系数C来模拟斜坡上扭王字块体的消浪作用,而确定每种工况系数C的取值是实现数值模拟斜坡堤越浪量的关键。借助物模试验率定出所有工况的系数C,通过单一变量分析,发现C值随波陡、相对水深、相对坡肩宽度及相对块体尺寸的增大而增大,随相对堤顶超高及相对胸墙高度的增大而减小,综合以上影响因素,得出不同坡度下系数C的计算关系式。研究成果不仅丰富了规范内容,还为相关的工程设计提供了参考。 相似文献
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采用黏性流体的连续性方程、雷诺时均N-S方程作为基本控制方程,RNG k-ε模型模拟湍流效应,VOF方法捕捉流体自由表面,结合主动吸收式造波理论,借助FLUENT软件建立二维不规则波数值水槽。在验证数值水槽造波性能的基础上,数值模拟带胸墙斜坡堤的越浪,并将数值计算的平均越浪量与已有物模试验值进行对比,两者趋势一致,吻合良好;表明该数值水槽模拟不规则波作用带胸墙斜坡堤越浪的准确性。针对带胸墙斜坡堤,藉此分析了堤顶超高、斜坡坡比、坡肩宽度及坡肩高度对其平均越浪量影响的规律性,研究成果对斜坡堤工程设计具有重要的参考意义。 相似文献
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易贡滑坡堰塞湖溃坝洪水分析 总被引：2，自引：0，他引：2
滑坡堰塞坝体主要由块石、碎石土等松散材料组成,随着上游水位的不断上升,极易失稳,一旦决口将对给下游人民的生命财产安全造成极大的威胁。因此,研究堰塞坝溃坝问题具有重要的学术意义和应用价值。2000 年 4 月 9 日,西藏林芝地区波密县易贡藏布河扎木弄沟发生大规模山体滑坡堵塞易贡藏布江,形成坝高60m,长约2500m,库容可达288108m3,体积约28108～30108m3的滑坡堰塞湖, 2000年6月10日堰塞坝溃决。本文以易贡堰塞湖溃坝为例,从连续性方程及Navier Stokes方程出发,结合标准型湍流模型,并采用VOF方法进行自由面处理,基于流体计算软件Fluent模拟分析了溃坝洪水在下游弯曲河道的演进过程及不同位置的流速变化。数值模拟结果与实测资料记录基本一致,表明该模型能够模拟溃坝洪水在地形复杂弯曲河道中的演进过程。 相似文献
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An Application of the RAMS/FLUENT System on the Multi-Scale Numerical Simulation of the Urban Surface Layer A Preliminary Study 总被引：1，自引：0，他引：1
The Regional Atmospheric Modeling System （RAMS） and the computational fluid dynamics （CFD） codes known as FLUENT are combinatorially applied in a multi-scale numerical simulation of the urban surface layer （USL）. RAMS and FLUENT are combined as a multi-scale numerical modeling system, in which the RAMS simulated data are delivered to the computational model for FLUENT simulation in an offline way. Numerical simulations are performed to present and preliminarily validate the capability of the multi-scale modeling system, and the results show that the modeling system can reasonably provide information on the meteorological elements in an urban area from the urban scale to the city-block scale, especially the details of the turbulent flows within the USL. 相似文献
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In order to study the propulsion mechanism of bionic flapping hydrofoil (BFH), a 2-DoF (heave and pitch) motion model is formulated. The hydrodynamic performance of BFH with a series kinematical parameters is explored via numerical simulation based on FLUENT. The calculated result is compared with experimental value of MIT and that by the panel method. Moreover, the effect of inlet velocity, the angle of attack, the heave amplitude, the pitch amplitude, the phase difference, the heave biased angle, the pitch biased angle and the oscillating frequency are investigated. The study is useful for guiding the design of bionic underwater vehicle based on flapping propulsion. It is indicated that the optimal parameters combination is ν=0.5m/s, ?0=40°, θ0=30°,ψ=90°, ?bias=40°, θbias=30° and f=0.5Hz. 相似文献
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本文应用流体计算软件FLUENT6.3,采用非结构化网格划分技术模拟了气流特征和砾石几何参数对床面空气动力学粗糙度的影响。结果表明：空气动力学粗糙度（z0）与风速（u）、摩阻速度（u*）之间存在定量关系：z0=a exp（bu/u*）。砾石高度对空气动力学粗糙度的影响显著优于砾石直径,空气动力学粗糙度随砾石密度的变化比较复杂,先增加后减小。FLUENT在模拟风洞砾石床面动力学过程中的成功应用,是我们在研究方法上的一次有益尝试。 相似文献