Dam break wave of thixotropic fluid

被引:54
作者
Chanson, H [1 ]
Jarny, S
Coussot, P
机构
[1] Univ Queensland, Dept Civil Engn, Brisbane, Qld 4072, Australia
[2] LMSGC, Lab Mat & Struct Civil Engn, F-77420 Champs Sur Marne, France
来源
JOURNAL OF HYDRAULIC ENGINEERING-ASCE | 2006年 / 132卷 / 03期
关键词
dam failure; debris; bentonite; industrial wastes; wastewater;
D O I
10.1061/(ASCE)0733-9429(2006)132:3(280)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Thixotropy is the characteristic of a fluid to form a gelled structure over time when it is not subjected to shearing, and to liquefy when agitated. Thixotropic fluids are commonly used in the construction industry (e.g., liquid concrete and drilling fluids), and related applications include some forms of mud flows and debris flows. This paper describes a basic study of dam break wave with thixotropic fluid. Theoretical considerations were developed based upon a kinematic wave approximation of the Saint-Venant equations down a prismatic sloping channel. A very simple thixotropic model, which predicts the basic theological trends of such fluids, was used. It describes the instantaneous state of fluid structure by a single parameter. The analytical solution of the basic flow motion and theology equations predicts three basic flow regimes depending upon the fluid properties and flow conditions, including the initial "degree of jamming" of the fluid (related to its time of restructuration at rest). These findings were successfully compared with systematic bentonite suspension experiments. The present work is the first theoretical analysis combining the basic principles of unsteady flow motion with a thixotropic fluid model and systematic laboratory experiments.
引用
收藏
页码:280 / 293
页数:14
相关论文
共 23 条
[1]  
ALDERMAN NH, 1991, J NONNEWTONIAN FLUID, V29, P291
[2]   A consistent thin-layer theory for Bingham plastics [J].
Balmforth, NJ ;
Craster, RV .
JOURNAL OF NON-NEWTONIAN FLUID MECHANICS, 1999, 84 (01) :65-81
[3]  
BESQ A, 2000, THESIS U POITIERS FR
[4]  
CHANSON H, 2004, CH5404 U QUEENSL DEP
[5]   STEADY, LAMINAR, FLOW OF CONCENTRATED MUD SUSPENSIONS IN OPEN-CHANNEL [J].
COUSSOT, P .
JOURNAL OF HYDRAULIC RESEARCH, 1994, 32 (04) :535-559
[6]   Avalanche behavior in yield stress fluids [J].
Coussot, P ;
Nguyen, QD ;
Huynh, HT ;
Bonn, D .
PHYSICAL REVIEW LETTERS, 2002, 88 (17) :1755011-1755014
[7]   Viscosity bifurcation in thixotropic, yielding fluids [J].
Coussot, P ;
Nguyen, QD ;
Huynh, HT ;
Bonn, D .
JOURNAL OF RHEOLOGY, 2002, 46 (03) :573-589
[8]   Motion of a solid object through a pasty (thixotropic) fluid [J].
Ferroir, T ;
Huynh, HT ;
Chateau, X ;
Coussot, P .
PHYSICS OF FLUIDS, 2004, 16 (03) :594-601
[9]   A Herschel-Bulkley model for mud flow down a slope [J].
Huang, X ;
Garcia, MH .
JOURNAL OF FLUID MECHANICS, 1998, 374 :305-333
[10]  
HUNT B, 1982, J HYDR ENG DIV-ASCE, V108, P115