A robust two-equation model for transient-mixed flows

被引:75
作者
Leon, Arturo S. [1 ]
Ghidaoui, Mohamed S. [2 ]
Schmidt, Arthur R. [3 ]
Garcia, Marcelo H. [3 ]
机构
[1] Boise State Univ, Dept Civil Engn, Micron Engn Ctr, Boise, ID 83725 USA
[2] Hong Kong Univ Sci & Technol, Dept Civil & Environm Engn, Kowloon, Hong Kong, Peoples R China
[3] Univ Illinois, Dept Civil & Environm Engn, VT Chow Hydrosyst Lab, Urbana, IL 61801 USA
关键词
Air entrapment; air pockets; air release; mixed flow; open-channel flow; pressurized flow; sewer; transient flow; two-phase flow; unsteady flow; FREE-SURFACE; STORM SEWERS; TRANSITION; SCHEME; PIPES;
D O I
10.1080/00221680903565911
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A finite-volume model was built upon earlier work with the aim of simulating free surface flows, pressurized flows and their simultaneous occurrence (mixed flows) in single-liquid and two-phase flow conditions (entrapment and release of air pockets). The model presented herein is based on a two-governing equation model. Three main contributions are presented herein, namely (1) the ability of the proposed model to simulate mixed flows without restriction of the flow type in the free surface region (e. g. supercritical flow), (2) extension of our single-phase flow model for simulating the entrapment and release of air pockets and (3) formulation of an approach for handling numerical instabilities that may occur during numerical pressurization of the flow. The model presented herein is robust and simulates any transient-mixed flow condition for realistic pressure wave celerities.
引用
收藏
页码:44 / 56
页数:13
相关论文
共 30 条
[1]  
[Anonymous], 2002, Cambridge Texts in Applied Mathematics, DOI [10.1017/CBO9780511791253, DOI 10.1017/CBO9780511791253]
[2]  
Arai K., 2003, P 4 ASME JSME JOINT
[3]   A finite volume scheme for a model coupling free surface and pressurised flows in pipes [J].
Bourdarias, C. ;
Gerbi, S. .
JOURNAL OF COMPUTATIONAL AND APPLIED MATHEMATICS, 2007, 209 (01) :109-131
[4]  
BRYSON AE, 1964, WAVES FLUIDS
[5]   Numerical and experimental water transients in sewer pipes [J].
Capart, H ;
Sillen, X ;
Zech, Y .
JOURNAL OF HYDRAULIC RESEARCH, 1997, 35 (05) :659-672
[6]  
Cardle J., 1984, An investigation of hydraulic transients in combination free surface and pressurized flows
[7]   MEASUREMENTS OF MIXED TRANSIENT FLOWS [J].
CARDLE, JA ;
SONG, CCS ;
YUAN, MS .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1989, 115 (02) :169-182
[8]  
CARDLE JA, 1988, INT J ENG FLUID MECH, V1, P495
[9]  
Guinot V., 2003, GODUNOV TYPE SCHEMES
[10]   TRANSIENT CONDITIONS IN THE TRANSITION FROM GRAVITY TO SURCHARGED SEWER FLOW [J].
HAMAM, MA ;
MCCORQUODALE, JA .
CANADIAN JOURNAL OF CIVIL ENGINEERING, 1982, 9 (02) :189-196