Distribution of Medium-to-Coarse Glass Beads in Slurry Pipe Flow: Evaluation of Measured Concentration Profiles

被引:19
作者
Matousek, V. [1 ]
Krupicka, J. [1 ]
Penik, V. [1 ]
机构
[1] Acad Sci Czech Republic, Inst Hydrodynam, Prague, Czech Republic
关键词
Concentration distribution; high concentrated slurry; pipeline flow; slurry flow experiment; PARTICLE-SIZE DISTRIBUTION; HORIZONTAL PIPE; PRESSURE-DROP;
D O I
10.1080/02726351.2013.840706
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
Concentration distribution of two fractions of glass-bead (ballotini) particles (medium size 0.44 and 0.53mm, respectively) in flows of heterogeneous slurry was measured in a laboratory pipe of the internal diameter of 100mm using a radiometric device. Particles in such flows are supported by both interparticle contacts and turbulent eddies and the solids load must be considered as combined load composed of both contact and suspended load. Flows tend to be partially stratified and if high concentrated (mean volumetric concentration of solids higher than approximately 20%) they exhibit a sliding bed. It appears that two most common methods to calculate concentration profiles in settling-slurry flows are not able to handle the sliding bed adequately. A comparison of the test results with the Gillies-Shook model for combined-load flows shows that the modeling approach requires further refinements. An application of the more recent Kaushal-Tomita model based on the turbulent-diffusion concept is inappropriate in high-concentrated slurries composed of medium-to-coarse grains. A simple one-dimensional model is proposed that takes conditions for an existence of a sliding bed into account and predicts a simplified concentration profile in stratified flows composed of a sliding bed and a transport layer above the bed.
引用
收藏
页码:186 / 196
页数:11
相关论文
共 21 条
[1]   Hydrodynamic Simulation of Horizontal Slurry Pipeline Flow Using ANSYS-CFX [J].
Ekambara, Kalekudithi ;
Sanders, R. Sean ;
Nandakumar, K. ;
Masliyah, Jacob H. .
INDUSTRIAL & ENGINEERING CHEMISTRY RESEARCH, 2009, 48 (17) :8159-8171
[2]   A simple model of particle diffusivity in horizontal hydrotransport pipelines [J].
Eskin, Dmitry .
CHEMICAL ENGINEERING SCIENCE, 2012, 82 :84-94
[3]  
Gillies RG, 2004, CAN J CHEM ENG, V82, P1060
[4]   CONCENTRATION DISTRIBUTIONS OF SAND SLURRIES IN HORIZONTAL PIPE-FLOW [J].
GILLIES, RG ;
SHOOK, CA .
PARTICULATE SCIENCE AND TECHNOLOGY, 1994, 12 (01) :45-69
[5]  
Hunt J. N., 1954, ROYAL SOC LONDON P A, V224, P322
[6]   ON TURBULENT TRANSPORT OF A HETEROGENEOUS SEDIMENT [J].
HUNT, JN .
QUARTERLY JOURNAL OF MECHANICS AND APPLIED MATHEMATICS, 1969, 22 :235-&
[7]   VERTICAL DISTRIBUTION OF DILUTE SUSPENSIONS IN TURBULENT PIPE-FLOW [J].
KARABELAS, AJ .
AICHE JOURNAL, 1977, 23 (04) :426-434
[8]   Flow of mono-dispersed particles through horizontal bend [J].
Kaushal, D. R. ;
Kumar, A. ;
Tomita, Yuji ;
Kuchii, Shigeru ;
Tsukamoto, Hiroshi .
INTERNATIONAL JOURNAL OF MULTIPHASE FLOW, 2013, 52 :71-91
[9]   Prediction of Concentration Distribution in Pipeline Flow of Highly Concentrated Slurry [J].
Kaushal, D. R. ;
Tomita, Yuji .
PARTICULATE SCIENCE AND TECHNOLOGY, 2013, 31 (01) :28-34
[10]   Effect of particle size distribution on pressure drop and concentration profile in pipeline flow of highly concentrated slurry [J].
Kaushal, DR ;
Sato, K ;
Toyota, T ;
Funatsu, K ;
Tomita, Y .
INTERNATIONAL JOURNAL OF MULTIPHASE FLOW, 2005, 31 (07) :809-823