Experimental and numerical simulation of flow in a 90° bend

被引:94
作者
Abhari, M. Naji [1 ]
Ghodsian, M. [1 ,2 ]
Vaghefi, M. [3 ]
Panahpur, N. [1 ]
机构
[1] Tarbiat Modares Univ, Dept Civil Engn, Tehran, Iran
[2] Tarbiat Modares Univ, Water Engn Res Inst, Tehran, Iran
[3] Persian Gulf Univ, Bushehr, Iran
关键词
Flow pattern; 90 degrees bend; Numerical model; Experimental model; Secondary flow; BED TOPOGRAPHY; MODEL; RIVERS;
D O I
10.1016/j.flowmeasinst.2010.03.002
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
The purpose of this study is to simulate flow pattern in a 90 degrees bend experimentally and numerically. The numerical model used in this study is SSIIM 1.1. The k-epsilon model was used to predict the turbulence and the SIMPLE method was used to compute the pressure. For verification of the results of the numerical model the experimental data was used. The flow velocities were measured experimentally with P-EMS velocimeter. The results of the experimental data and the numerical simulation showed that the flow pattern in a channel bend is influenced widely by the secondary flow and centrifugal force. The comparison between the experimental data and the numerical model showed that SSIIM-1.1 is capable to simulate accurately the flow pattern in a 90 degrees bend. The variations of components of velocity, streamlines, bed shear velocity and secondary flow are addressed in the study. (C) 2010 Elsevier Ltd. All rights reserved.
引用
收藏
页码:292 / 298
页数:7
相关论文
共 24 条
[1]  
BOOIJ R, 2002, RIVER FLOW
[2]   CALCULATION OF FLOW AND POLLUTANT DISPERSION IN MEANDERING CHANNELS [J].
DEMUREN, AO ;
RODI, W .
JOURNAL OF FLUID MECHANICS, 1986, 172 :63-92
[3]  
ENGELUND F, 1974, J HYDR ENG DIV-ASCE, V100, P1631
[4]  
FALCON MA, 1983, J FLUID MECH, V133, P1
[5]   BED TOPOGRAPHY AND SORTING IN BENDS [J].
IKEDA, S ;
YAMASAKA, M ;
CHIYODA, M .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1987, 113 (02) :190-206
[6]  
KISHI T, 1983, FUNDAMENTAL STUDIES, P49
[7]  
LESCHZINER MA, 1979, J HYDR ENG DIV-ASCE, V105, P1297
[8]   Bend-flow simulation using 2D depth-averaged model [J].
Lien, HC ;
Hsieh, TY ;
Yang, JC ;
Yeh, KC .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1999, 125 (10) :1097-1108
[9]  
NILS R, 2005, J HYDRAUL ENG-ASCE, V131, P917
[10]   MEANDER FLOW MODEL .1. DEVELOPMENT [J].
ODGAARD, AJ .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1986, 112 (12) :1117-1136