排序方式: 共有70条查询结果,搜索用时 15 毫秒
31.
32.
采用RNGk-ε三维紊流模型和VOF方法,1:1几何建模,对柘林水电站左岸泄洪洞下游掺气分流墩的三维流场进行了数值模拟.在与原型观测试验对比验证的基础上,对该流场的流态、水面、流速分布和压强分布进行了分析.结果表明:流态模拟正确,水面、流速与原型观测结果均能较好吻合;联合作用下的流场,在三维涡体的形成、增强掺气效果和空化空蚀的防止等方面均明显优于无掺气分流墩的流场;三维涡体主要由两股入水主流与池内前部淹没水跃的水体相互摩擦形成;被抛向高空的水翅在下落入水时卷入大量空气,具有较深穿透力,使得波动坎及坎下区域充分掺气,从而破坏空化,防止空蚀. 相似文献
33.
绕船体自由表面流的数值模拟 总被引:16,自引:3,他引:13
本文采用RANS方程和VOF算法数值模拟了系列60粘性自由面流动,比较了幂指数律,二阶迎风,QUICK格式对计算结果的影响,详细给出了波形,阻力,伴流等的计算结果,与试验及其它计算结果比较显示本文的计算方法具有较好的计算精度,可用于船型性能分析和优化。 相似文献
34.
Numerical Simulation of Liquid Sloshing——a Review 总被引:6,自引:0,他引:6
ZHURen-qing WUYou-sheng INCEClKAtilla 《中国造船》2004,45(2):14-27
Liqui dsloshing is associated with various engineering problems.Many studies have been performed since 1950s.A comprehensive review on the study and advance of numerical simulation of liquid sloshing.with emphasis on free surface tracking techniques,has been presented in this paper.At present.several methods can be used to simulate liquid sloshing numerically.However,each method has its own advantages and disadvantages and it should be applied according tO characteristics of practical engineering problems.In the future.further work should be placed on developing more effective techniques for treating very large amplitude sloshing problems,namely,for simulating overturning,breaking and merging of free surface,for predicting transient impact loads pressure of sloshing. 相似文献
35.
To solve the problems concerning water entry of a structure, the RANS equations and volume of fluid(VOF) method are used. Combining the user-defined function(UDF) procedure with dynamic grids, the water impact on a structure in free fall is simulated, and the velocity, displacement and the pressure distribution on the structure are investigated. The results of the numerical simulation were compared with the experimental data,and solidly consistent results have been achieved, which validates the numerical model. Therefore, this method can be used to study the water impact problems of a structure. 相似文献
36.
根据Level-Set方法和VOF方法各自的优缺点,耦合生成一种Level-Set和VOF的耦合界面追踪方法,简称CLSVOF(Coupled Level Set and Volume Of Fluid Method)方法。CLSVOF方法利用Level-Set函数计算VOF体积份额,克服了VOF方法难以准确计算界面的法向量和曲率的缺点;同时又利用VOF体积份额修正Level-Set函数,克服了Lev-el-Set方法在计算过程中有物理量的损失的缺点。用旋转流场和剪切流场的数值算例验证了CLSVOF方法相比VOF方法提高了运动界面追踪的分辨率,相比Level-Set方法实现了计算过程中的物理量守恒。运用CLSVOF方法数值模拟了两个多介质流运动界面算例,分别是自由剪切层问题和气泡在静止水体中上升问题.对比数值模拟结果与理论分析和实验结果可知CLSVOF方法能精确地追踪多介质流运动界面。 相似文献
37.
滑行艇高速航行时的数值模拟(英文) 总被引:1,自引:0,他引:1
Planing vessels are applied widely in civil and military situations.Due to their high speed,the motion of planning vessels is complex.In order to predict the motion of planning vessels,it is important to analyze the hydrodynamic performance of planning vessels at high speeds.The computational fluid dynamic method(CFD) has been proposed to calculate hydrodynamic performance of planning vessels.However,in most traditional CFD approaches,model tests or empirical formulas are needed to obtain the running attitude of the planing vessels before calculation.This paper presents a new CFD method to calculate hydrodynamic forces of planing vessels.The numerical method was based on Reynolds-Averaged Navier-Stokes(RANS) equations.The volume of fluid(VOF) method and the six-degrees-of-freedom equation were applied.An effective process was introduced to solve the numerical divergence problem in numerical simulation.Compared with experimental results,numerical simulation results indicate that both the running attitude and hydrodynamic performance can be predicted well at high speeds. 相似文献
38.
39.
数值波浪水池是近年来船舶流体力学方向的前沿课题,本文采用Fluent软件,利用VOF模型捕捉自由液面,结合RNGk?ε湍流模型,求解N-S方程,对目前数值造波较为典型的仿物理造波法和直接造波法在二维模式下进行分析,并对三维模式的数值造波作了初步分析.在仿物理造波法中模拟真实水池中推板式造波机,利用动网格和阻尼消波技术,生成规则波的情况.在直接造波法中,利用给定入口边界速度或压力并结合阻尼消波技术,在数值水池模拟规则波,得到直接造波法的数值波形与理论波形的吻合度要优于仿物理造波法的结果.为在数值波浪水池中对船舶水动力性能预报奠定基础. 相似文献
40.
采用VOF法和k-ε紊流模型相结合对金沙江溪洛渡水电站3#泄洪隧洞泄洪过程进行了数值模拟,针对设计体型存在的第二、第三级掺气坎的掺气空腔长度和高度偏小,龙落尾段的水流流速过高,空化数局部偏小的问题,优化了泄洪隧洞奥奇段体型,调整了掺气坎的布置,使泄洪隧道压强分布更趋均匀,空化数分布趋于平稳,从而改善了泄洪隧洞水流的空蚀空化特性。同时增大了掺气空间,加大了泄洪隧洞的掺气保护长度。 相似文献