Shock wave/boundary layer interaction in hydraulic jumps in very large channels

被引:0
作者
Ben Meftah, M. [1 ]
De Serio, F. [1 ]
Mossa, M. [1 ]
机构
[1] Tech Univ Bari, Water Engn & Chem Dept, Bari, Italy
来源
RIVER FLOW 2012, VOLS 1 AND 2 | 2012年
关键词
FLOW;
D O I
暂无
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
It can be seen in literature that the fundamental factors governing oblique shock wave development, typically in very large channels with straight sidewalls, have not yet been completely understood and remain at the level of indicating its presence and formation. In this study, some aspects of boundary layer development and its detachment from the channel lateral sidewall are investigated. At the detachment point of the lateral shock waves, it was noted that the displacement thickness experiences a significant increase; this is accompanied by a significantly reduced gradient normal to the channel side-walls of the flow velocity as well as the occurrence of a strong, sudden adverse pressure gradient. Furthermore, it is argued that the supersonic flow separation analogy with a supercritical free surface flow can be applied to this case study and that the behavior of the supercritical flow during separation can be interpreted by the free interaction theory.
引用
收藏
页码:131 / 137
页数:7
相关论文
共 21 条
[1]  
[Anonymous], 2004, RTO AVT LECT SERIES
[2]   Experimental study of recirculating flows generated by lateral shock waves in very large channels [J].
Ben Meftah, M. ;
De Serio, F. ;
Mossa, M. ;
Pollio, A. .
ENVIRONMENTAL FLUID MECHANICS, 2008, 8 (03) :215-238
[3]   Analysis of the velocity field in a large rectangular channel with lateral shockwave [J].
Ben Meftah, M. ;
De Serio, F. ;
Mossa, M. ;
Pollio, A. .
ENVIRONMENTAL FLUID MECHANICS, 2007, 7 (06) :519-536
[4]   Considerations on shock wave/boundary layer interaction in undular hydraulic jumps in horizontal channels with a very high aspect ratio [J].
Ben Meftah, M. ;
Mossa, M. ;
Pollio, A. .
EUROPEAN JOURNAL OF MECHANICS B-FLUIDS, 2010, 29 (06) :415-429
[5]  
BENMEFTAH M, 2006, P IDRA 2006 IT C HYD
[6]   FLOW-SEPARATION BERMS DOWNSTREAM OF A HYDRAULIC JUMP IN A BEDROCK CHANNEL [J].
CARLING, PA .
GEOMORPHOLOGY, 1995, 11 (03) :245-253
[7]   AN INSTABILITY IN SUPERSONIC BOUNDARY-LAYER FLOW OVER A COMPRESSION RAMP [J].
CASSEL, KW ;
RUBAN, AI ;
WALKER, JDA .
JOURNAL OF FLUID MECHANICS, 1995, 300 :265-285
[8]   CHARACTERISTICS OF UNDULAR HYDRAULIC JUMPS - EXPERIMENTAL APPARATUS AND FLOW PATTERNS [J].
CHANSON, H ;
MONTES, JS .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1995, 121 (02) :129-144
[9]  
Chanson H., 1999, HYDRAULIC OPEN CHANN
[10]  
Chow V. T., 1959, Open-channel Hydraulics