{"title":"PARTICLE-TURBULENCE INTERACTIONS IN THE PRESENCE OF A ROUGH WALL","authors":"G. F. Tay, D. Kuhn, M. Tachie","doi":"10.1615/tsfp8.2030","DOIUrl":null,"url":null,"abstract":"Experiments were conducted over smooth and rough walls in a low Reynolds number horizontal turbulent channel flow laden with small (64 μm) glass particles. A particle image velocimetry technique was used to measure velocities of both the carrier fluid and particles. Various turbulent characteristics were examined to investigate the impact of wall roughness on the particle-turbulence interactions. The results show that particles increased the turbulent intensities near the wall, and reduced them in the outer layer, but these effects were dampened for the rough wall. On the contrary, particles increased the peak value of the Reynolds shear stress in the presence of the rough wall when compared to the unladen flow. Particle velocity fluctuation intensities matched those of the unladen fluid for the smooth wall, but the peak velocity fluctuation intensities were enhanced in the presence of wall roughness due to particle-wall collisions. The effect is larger for the streamwise velocity fluctuation intensity than the wall-normal velocity fluctuation intensity. The present results indicate that the particle motion is more responsive to the presence of the rough wall than the particle-laden fluid. INTRODUCTION Turbulent flows laden with particles are common in many engineering applications. Examples include fluidized beds, pneumatic conveying and pollution control systems. Understanding these flows as well as developing their model representations demands knowledge of the interaction between particles and fluid turbulence. It has been suggested that depending on the size, density ratio and particulate phase loading, the interaction may lead to modification of the fluid turbulence level. The type of interaction between the particles and fluid is described by the particle volume fraction, Φv, defined as the volume occupied by the particles per unit volume of the particlefluid mixture. For dilute loadings (Φv < 10), particles act as passive tracers, and the particle-fluid interaction is described as one-way coupling. For intermediate loadings (10 < Φv < 10), particles do not only respond to the fluid motion but also modulate the fluid turbulence level. This type of interaction called two-way coupling is the subject of numerous previous experimental and numerical investigations aimed at quantifying the exact impact of particles on turbulence. Tests conducted in channels (Maeda et al. 1980; Tsuji et al. 1984; Liljegren and Vlachos 1990; Kulick et al. 1994; Kiga and Pan 2002; Rani et al. 2004) and boundary layers (Rashidi et al. 1990; Best et al. 1997; Kaftori et al. 1998; Righetti and Romano 2004) by far have produced conflicting results regarding the effects of particles on the fluid mean and turbulent characteristics. Some studies indicate that the carrier fluid mean velocity is enhanced compared to the unladen flow (Maeda et al. 1980; Hagiwara et al. 2002; Righetti and Romano 2004), while others reported the mean velocity to be reduced (Best et al. 1997; Kaftori et al. 1998; Kiga and Pan 2002). Similar discrepancies exist for the carrier fluid turbulence as well. For instance, turbulence has been reported to be attenuated by small particles and augmented by large particles, with the degree of modification increasing with volume fraction (Maeda et al. 1980; Rashidi et al. 1990; Kulick et al. 1994; Pan and Banerjee 1996), whereas others (Liljegren and","PeriodicalId":206337,"journal":{"name":"Proceeding of Eighth International Symposium on Turbulence and Shear Flow Phenomena","volume":"8 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Proceeding of Eighth International Symposium on Turbulence and Shear Flow Phenomena","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1615/tsfp8.2030","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
Abstract
Experiments were conducted over smooth and rough walls in a low Reynolds number horizontal turbulent channel flow laden with small (64 μm) glass particles. A particle image velocimetry technique was used to measure velocities of both the carrier fluid and particles. Various turbulent characteristics were examined to investigate the impact of wall roughness on the particle-turbulence interactions. The results show that particles increased the turbulent intensities near the wall, and reduced them in the outer layer, but these effects were dampened for the rough wall. On the contrary, particles increased the peak value of the Reynolds shear stress in the presence of the rough wall when compared to the unladen flow. Particle velocity fluctuation intensities matched those of the unladen fluid for the smooth wall, but the peak velocity fluctuation intensities were enhanced in the presence of wall roughness due to particle-wall collisions. The effect is larger for the streamwise velocity fluctuation intensity than the wall-normal velocity fluctuation intensity. The present results indicate that the particle motion is more responsive to the presence of the rough wall than the particle-laden fluid. INTRODUCTION Turbulent flows laden with particles are common in many engineering applications. Examples include fluidized beds, pneumatic conveying and pollution control systems. Understanding these flows as well as developing their model representations demands knowledge of the interaction between particles and fluid turbulence. It has been suggested that depending on the size, density ratio and particulate phase loading, the interaction may lead to modification of the fluid turbulence level. The type of interaction between the particles and fluid is described by the particle volume fraction, Φv, defined as the volume occupied by the particles per unit volume of the particlefluid mixture. For dilute loadings (Φv < 10), particles act as passive tracers, and the particle-fluid interaction is described as one-way coupling. For intermediate loadings (10 < Φv < 10), particles do not only respond to the fluid motion but also modulate the fluid turbulence level. This type of interaction called two-way coupling is the subject of numerous previous experimental and numerical investigations aimed at quantifying the exact impact of particles on turbulence. Tests conducted in channels (Maeda et al. 1980; Tsuji et al. 1984; Liljegren and Vlachos 1990; Kulick et al. 1994; Kiga and Pan 2002; Rani et al. 2004) and boundary layers (Rashidi et al. 1990; Best et al. 1997; Kaftori et al. 1998; Righetti and Romano 2004) by far have produced conflicting results regarding the effects of particles on the fluid mean and turbulent characteristics. Some studies indicate that the carrier fluid mean velocity is enhanced compared to the unladen flow (Maeda et al. 1980; Hagiwara et al. 2002; Righetti and Romano 2004), while others reported the mean velocity to be reduced (Best et al. 1997; Kaftori et al. 1998; Kiga and Pan 2002). Similar discrepancies exist for the carrier fluid turbulence as well. For instance, turbulence has been reported to be attenuated by small particles and augmented by large particles, with the degree of modification increasing with volume fraction (Maeda et al. 1980; Rashidi et al. 1990; Kulick et al. 1994; Pan and Banerjee 1996), whereas others (Liljegren and
实验分别在光滑壁面和粗糙壁面上进行,壁面为低雷诺数水平湍流通道,壁面上装有小玻璃颗粒(64 μm)。采用颗粒图像测速技术测量了载体流体和颗粒的速度。为了研究壁面粗糙度对颗粒-湍流相互作用的影响,研究了不同的湍流特性。结果表明,颗粒增大了壁面附近的湍流强度,降低了外层的湍流强度,但对于粗糙壁面,这些影响被抑制。与无载流相比,有粗糙壁面存在时,颗粒增大了雷诺数剪应力的峰值。当壁面光滑时,颗粒速度波动强度与未加载流体相匹配,但当壁面粗糙度存在时,由于颗粒-壁面碰撞,峰值速度波动强度增强。这种效应对顺流速度波动强度的影响大于对墙向速度波动强度的影响。目前的结果表明,颗粒运动对粗糙壁面的存在比颗粒负载流体更敏感。在许多工程应用中,带有颗粒的湍流是很常见的。例子包括流化床、气力输送和污染控制系统。理解这些流动以及发展它们的模型表示需要粒子和流体湍流之间相互作用的知识。根据粒径、密度比和颗粒相载荷的不同,这种相互作用可能导致流体湍流度的改变。颗粒和流体之间相互作用的类型由颗粒体积分数Φv来描述,该分数定义为颗粒-流体混合物的每单位体积中颗粒所占的体积。对于稀载(Φv < 10),颗粒充当被动示踪剂,颗粒-流体相互作用被描述为单向耦合。对于中间载荷(10 < Φv < 10),颗粒不仅响应流体运动,而且调节流体湍流水平。这种被称为双向耦合的相互作用是许多先前实验和数值研究的主题,旨在量化粒子对湍流的确切影响。在通道中进行的试验(Maeda et al. 1980;Tsuji et al. 1984;Liljegren and Vlachos 1990;Kulick et al. 1994;Kiga and Pan 2002;Rani et al. 2004)和边界层(Rashidi et al. 1990;Best et al. 1997;Kaftori et al. 1998;到目前为止,Righetti和Romano(2004)在粒子对流体平均和湍流特性的影响方面得出了相互矛盾的结果。一些研究表明,与空载流体相比,载液平均速度有所提高(Maeda et al. 1980;Hagiwara et al. 2002;Righetti和Romano 2004),而其他人则报告平均速度会降低(Best et al. 1997;Kaftori et al. 1998;Kiga and Pan 2002)。在载流湍流中也存在类似的差异。例如,据报道,湍流被小颗粒减弱,被大颗粒增强,并且随着体积分数的增加,改变的程度增加(Maeda et al. 1980;Rashidi等人,1990;Kulick et al. 1994;Pan and Banerjee 1996),而其他人(Liljegren和