Simulation of transcritical flow in pipe/channel networks

被引:36
作者
Djordjevic, S
Prodanovic, D
Walters, GA
机构
[1] Univ Exeter, Sch Engn Comp Sci & Math, Dept Engn, Exeter EX4 4QF, Devon, England
[2] Univ Belgrade, Fac Civil Engn, YU-11120 Belgrade, Serbia, Serbia
关键词
pipe networks; simulation; pipe flow; channel flow; supercritical flow; transcritical flow; hydraulic jump; finite difference method;
D O I
10.1061/(ASCE)0733-9429(2004)130:12(1167)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Using finite difference methods in conjunction with the reduced momentum equation and applying boundary condition structure inherent to subcritical flow to all regimes, is an approach that enables efficient numerical simulation of supercritical and transcritical flows in pipe/channel systems. However, as well as certain errors within a single channel due to incomplete equations, this technique also may introduce unwanted effects propagating across a network in both upstream and downstream directions. These may include: unrealistic backwater effects due to improper boundary conditions, nonamplifying oscillations due to jerky jump movement, and other computational instabilities. Practical implications of these are analyzed in detail and are illustrated using a set of examples. Sensitivity analyzes and comparisons with analytical solutions and laboratory experiments are made. The measures to reduce the inaccuracies inevitable in simulation of transcritical flows are discussed.
引用
收藏
页码:1167 / 1178
页数:12
相关论文
共 36 条
[1]  
ABBOTT MB, 1998, COMPUTATIONAL HYDRAU
[2]   Application of relaxation scheme to wave-propagation simulation in open-channel networks [J].
Aral, MM ;
Zhang, Y ;
Jin, S .
JOURNAL OF HYDRAULIC ENGINEERING, 1998, 124 (11) :1125-1133
[3]   ON THE NUMERICAL MODELING OF SUPERCRITICAL-FLOW - DISCUSSION [J].
BARNETT, AG .
JOURNAL OF HYDRAULIC RESEARCH, 1994, 32 (05) :787-791
[4]  
Brastberger Gebhard Ulrich, 1792, P HYDRAULIC ENG SOFT, VIV, P381
[5]  
CARDLE JA, 1991, WATER RESOUR BULL, V27, P819
[6]   INCIPIENT HYDRAULIC JUMP AT CHANNEL JUNCTIONS [J].
CHRISTODOULOU, GC .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1993, 119 (03) :409-421
[7]  
Cunge J.A., 1980, PRACTICAL ASPECTS CO, VI
[8]  
Del Giudice G, 2001, J IRRIG DRAIN ENG, V127, P100
[9]  
*DHI, 1998, MOUSE 4 01 WIND 95
[10]   An approach to stimulation of dual drainage [J].
Djordjevic, S ;
Prodanovic, D ;
Maksimovic, C .
WATER SCIENCE AND TECHNOLOGY, 1999, 39 (09) :95-103