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烟气转换阀流场特性及颗粒随机轨道的数值模拟 被引量:3
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作者 贲可存 汤文成 +1 位作者 徐鸿翔 吴晶华 《中国机械工程》 EI CAS CSCD 北大核心 2008年第12期1410-1414,共5页
运用计算流体动力学(CFD)方法对烟气转换阀中的离散两相流场进行了数值模拟。在考虑气相与颗粒固相之间相互作用的前提下,对气相采用带旋流修正的k-ε模型,对颗粒固相采用随机轨道模型,成功地模拟出颗粒的运动轨迹。计算结果表明:阀体... 运用计算流体动力学(CFD)方法对烟气转换阀中的离散两相流场进行了数值模拟。在考虑气相与颗粒固相之间相互作用的前提下,对气相采用带旋流修正的k-ε模型,对颗粒固相采用随机轨道模型,成功地模拟出颗粒的运动轨迹。计算结果表明:阀体内的流场分布可分为4个区域,每个区域内的压力和速度分布存在明显不同的特征;另外,颗粒粒径、颗粒在入口的初始位置对颗粒运行轨迹和时间有很大的影响。该方法为阀体结构的优化设计提供了理论依据。 展开更多
关键词 离散两相流 k—ε模型 随机轨道 数值模拟
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共同沟内燃气泄漏扩散规律的数值仿真 被引量:7
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作者 方自虎 蔺宏 +1 位作者 黄鹄 郑汉忠 《深圳大学学报(理工版)》 EI CAS 北大核心 2005年第2期177-180,共4页
在模型试验的基础上, 数值模拟了在带有燃气管道的共同沟中燃气泄漏后的浓度分布. 对比模型试验结果发现, 在气体泄漏点的一定范围内, 标准k-ε湍流计算模型能够模拟燃气的泄漏, 数值计算的燃气浓度能够满足工程精度要求.
关键词 共同沟 数值仿真 模型试验 燃气 湍流 k—ε模型
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谏壁泵站进水流道的数模分析 被引量:4
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作者 李维斌 吴春笃 +1 位作者 朱荣生 潘中永 《中国农村水利水电》 北大核心 2005年第4期44-45,52,共3页
谏壁泵站进行增容改造后,进水流道是否能满足工程运行要求? 针对这个问题,应用时均N-S方程和k -ε湍流模型方程对谏壁泵站进水流道的流动进行了计算分析,并以流速分布均匀度和速度加权平均角度为优化目标对不同的流道方案进行了评估。... 谏壁泵站进行增容改造后,进水流道是否能满足工程运行要求? 针对这个问题,应用时均N-S方程和k -ε湍流模型方程对谏壁泵站进水流道的流动进行了计算分析,并以流速分布均匀度和速度加权平均角度为优化目标对不同的流道方案进行了评估。结果表明,谏壁泵站原有的进水流道完全满足增容改造以后的要求。 展开更多
关键词 N—S方程 k—ε模型 泵站 进水流道
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单山包和多山包绕流数值模拟研究 被引量:2
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作者 陈善群 廖斌 姜忠宇 《水利水电技术》 CSCD 北大核心 2011年第12期34-38,共5页
本文分别采用标准k-ε模型、重整化数群k-ε模型(RNG k-ε)和雷诺应力模型(RSM)对二维单山包和多山包绕流进行了数值模拟,并将单山包和多山包绕流计算模拟结果与实验结果做对比分析。结果表明:(1)三种模型计算结果与实验数据基本吻合。... 本文分别采用标准k-ε模型、重整化数群k-ε模型(RNG k-ε)和雷诺应力模型(RSM)对二维单山包和多山包绕流进行了数值模拟,并将单山包和多山包绕流计算模拟结果与实验结果做对比分析。结果表明:(1)三种模型计算结果与实验数据基本吻合。对于单山包和多山包绕流数值模拟,三种模型是适用的。(2)不论平均速度,湍流动能还是回流区长度,k-ε两方程模型计算结果都略好于二阶矩模型(RSM)。(3)在充分发展湍流条件下数值模拟山包绕流,标准k-ε模型计算模拟结果比RNG k-ε模型略好。 展开更多
关键词 山包绕流 标准k—ε模型 RNG k-ε模型 雷诺应力模型 数值模拟
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冷却水侧向表层排放特性的三维数值模拟 被引量:1
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作者 卢新华 陆俊卿 张小峰 《安全与环境学报》 CAS CSCD 北大核心 2009年第2期40-43,共4页
对k-ε双方程湍流模型进行浮力修正,编制了计算程序并对冷却水侧向表层排放出流后的特性进行模拟,计算结果与经验公式吻合较好。在此基础上,探讨了射流出口密度弗劳德数F_r对冷却水侧向表层排放特性的影响。结果表明,F_r越小,射流流核越... 对k-ε双方程湍流模型进行浮力修正,编制了计算程序并对冷却水侧向表层排放出流后的特性进行模拟,计算结果与经验公式吻合较好。在此基础上,探讨了射流出口密度弗劳德数F_r对冷却水侧向表层排放特性的影响。结果表明,F_r越小,射流流核越短,沿上游来流方向的热输移长度越大;同时计算发现,存在-个合适的排水口面积使得射流掺混效果最佳。 展开更多
关键词 环境科学 冷却水 侧排放 三维数值模拟 k—ε模型
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双向贯流泵泵站进(出)水池流道数值模拟 被引量:1
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作者 鲁俊 王高鹏 《华北水利水电学院学报》 2005年第3期22-24,共3页
双向贯流泵泵站进(出)水池流道的设计是整个泵站设计的重要组成部分.为了优化水力设计,基于雷诺时均方程和标准k-ε模型,在压力和速度耦合的情况下,采用SIMPLEC算法,对双向贯流泵泵站进(出)水池流道内三维不可压缩湍流流场进行模拟,揭... 双向贯流泵泵站进(出)水池流道的设计是整个泵站设计的重要组成部分.为了优化水力设计,基于雷诺时均方程和标准k-ε模型,在压力和速度耦合的情况下,采用SIMPLEC算法,对双向贯流泵泵站进(出)水池流道内三维不可压缩湍流流场进行模拟,揭示了流道内部的流动形态.研究结果为优化设计提供了依据. 展开更多
关键词 双向贯流泵泵站 流道-出水池 k—ε模型 流态 数值模拟
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泡漩水数值模拟研究 被引量:1
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作者 郭延祥 彭凯 《重庆交通学院学报》 2005年第1期121-124,共4页
笔者针对泡漩水所具有的三维性、自由表面、强紊动性的特点,采用三维K-ε模型,引入通度概念处理不规则边界,用VOF法追踪自由表面,并对突嘴深槽组合地形产生的泡漩水流场进行了数值计算,计算结果与实测资料吻合良好.
关键词 泡漩水 三维紊流 数值模拟 k—ε模型
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Numerical simulation and analysis of solid-liquid two-phase threedimensional unsteady flow in centrifugal slurry pump 被引量:17
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作者 吴波 汪西力 +1 位作者 LIU Hui 徐海良 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第8期3008-3016,共9页
Based on RNG k-ε turbulence model and sliding grid technique, solid-liquid two-phase three-dimensional(3-D) unsteady turbulence of full passage in slurry pump was simulated by means of Fluent software. The effects of... Based on RNG k-ε turbulence model and sliding grid technique, solid-liquid two-phase three-dimensional(3-D) unsteady turbulence of full passage in slurry pump was simulated by means of Fluent software. The effects of unsteady flow characteristics on solid-liquid two-phase flow and pump performance were researched under design condition. The results show that clocking effect has a significant influence on the flow in pump, and the fluctuation of flow velocity and pressure is obvious, particularly near the volute tongue, at the position of small sections of volute and within diffuser. Clocking effect has a more influence on liquid-phase than on solid-phase, and the wake-jet structure of relative velocity of solid-phase is less obvious than liquid-phase near the volute tongue and the impeller passage outlet. The fluctuation of relative velocity of solid-phase flow is 7.6% smaller than liquid-phase flow at the impeller outlet on circular path. Head and radial forces of the impeller are 8.1% and 85.7% of fluctuation, respectively. The results provide a theoretical basis for further research for turbulence, improving efficient, reducing the hydraulic losses and wear. Finally, field tests were carried out to verify the operation and wear of slurry pump. 展开更多
关键词 slurry pump solid-liquid two-phase flow unsteady flow 3-D full passage numerical simulation
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Computational fluid dynamics simulation of gas-liquid two phases flow in 320 m^3 air-blowing mechanical flotation cell using different turbulence models 被引量:4
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作者 沈政昌 陈建华 +2 位作者 张谌虎 廖幸锦 李玉琼 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第6期2385-2392,共8页
According to the recently developed single-trough floating machine with the world's largest volume(inflatable mechanical agitation flotation machine with volume of 320 m3) in China, the gas-fluid two-phase flow in... According to the recently developed single-trough floating machine with the world's largest volume(inflatable mechanical agitation flotation machine with volume of 320 m3) in China, the gas-fluid two-phase flow in flotation cell was simulated using computational fluid dynamics method. It is shown that hexahedral mesh scheme is more suitable for the complex structure of the flotation cell than tetrahedral mesh scheme, and a mesh quality ranging from 0.7 to 1.0 is obtained. Comparative studies of the standard k-ε, k-ω and realizable k-ε turbulence models were carried out. It is indicated that the standard k-ε turbulence model could give a result relatively close to the practice and the liquid phase flow field is well characterized. In addition, two obvious recirculation zones are formed in the mixing zones, and the pressure on the rotor and stator is well characterized. Furthermore, the simulation results using improved standard k-ε turbulence model show that surface tension coefficient of 0.072, drag model of Grace and coefficient of 4, and lift coefficient of 0.001 can be achieved. The research results suggest that gas-fluid two-phase flow in large flotation cell can be well simulated using computational fluid dynamics method. 展开更多
关键词 computational fluid dynamics (CFD) simulation flotation cell gas-liquid two-phases flow
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Effect of pumping chamber on performance of non-overload centrifugal pump 被引量:2
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作者 谷云庆 牟介刚 +5 位作者 代东顺 郑水华 吴登昊 蒋兰芳 施瀚昱 WANG Evan 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第8期2989-2997,共9页
In order to specify the characteristics of un-overloaded centrifugal pumps, the IH100-65-200 pump was chosen as the model pump. Different calculation models for centrifugal pumps were established under different pumpi... In order to specify the characteristics of un-overloaded centrifugal pumps, the IH100-65-200 pump was chosen as the model pump. Different calculation models for centrifugal pumps were established under different pumping chamber sectional parameters. In the numerical simulation of the centrifugal pumps flow field, the shaft power, head, efficiency, and the changes of the internal flow field under different sectional areas and sectional shapes were studied with the RNG k-ε turbulence model, and the influence of the pumping chamber section characteristics of the non-overloaded centrifugal pumps were analyzed. The results show that sectional areas have a significant impact on the non-overload characteristics of centrifugal pumps. The shaft power and head of centrifugal pump are increasing with a lager sectional area, by which the gradient of head curves decreases. The efficiency is improved under a large flow rate condition, but the head and the efficiency are reduced at a small flow rate. It is also observed that the sectional shapes have less influence on the shaft power, the hydraulic performance and flow field characteristics of a centrifugal pump. 展开更多
关键词 centrifugal pumps sectional area sectional shape non-overload characteristics numerical simulation
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