Exploratory study on the roller effect of direct hydraulic jumps

被引:3
作者
Castro-Orgaz, Oscar [1 ]
Pfister, Michael [2 ]
Hager, Willi H. [2 ]
机构
[1] CSIC, Inst Agr Sostenible, E-14080 Cordoba, Spain
[2] ETH, VAW, CH-8092 Zurich, Switzerland
关键词
Hydraulic jump; hydraulics; open channel flow; roller; transitional flow;
D O I
10.1080/00221686.2010.507006
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Can a direct hydraulic jump also be generated if the surface roller is substituted with a corresponding inset? This and related questions are considered in the note, to understand the role of the roller. Based on recent findings relating to the classical hydraulic jump, its modification using bottom and surface insets is reconsidered using laboratory experimentation. The results of these tests are reported below using mainly photography and basic hydraulic computations. It is further demonstrated that the roller may not be separated from the hydraulic jump in a free surface arrangement. This would greatly simplify observations, because the standard two-phase flow including an air-water mixture flow would become a one-phase flow consisting of only water flow. The implications of this result are discussed. This work has exploratory character and should stimulate a further discussion on the main flow features of direct hydraulic jumps.
引用
收藏
页码:664 / 668
页数:5
相关论文
共 11 条
[1]   Classical hydraulic jump: basic flow features [J].
Castro-Orgaz, Oscar ;
Hager, Willi H. .
JOURNAL OF HYDRAULIC RESEARCH, 2009, 47 (06) :744-754
[2]  
Hager W.H., 1992, Energy Dissipators and Hydraulic Jump
[3]   A note on Chow's description of the weak hydraulic jump [J].
Hogarth, William ;
Parlange, Jean-Yves ;
Rose, C. W. ;
Sander, Graham ;
Walter, Michael Todd ;
Walter, Michael Faivre .
JOURNAL OF HYDRAULIC RESEARCH, 2008, 46 (05) :703-706
[4]   Physically based hydraulic jump model for depth-averaged computations [J].
Khan, AA ;
Steffler, PM .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1996, 122 (10) :540-548
[5]  
Rajaratnam N., 1965, J. Hyd. Div, V91, P107, DOI [10.1061/JYCEAJ.0001299, DOI 10.1061/JYCEAJ.0001299]
[6]  
Rajaratnam N., 1967, Advances in Hydroscience, V4, P197, DOI [DOI 10.1016/B978-1-4831-9935-1.50011-2, 10.1016/b978-1-4831-9935-1.50011-2]
[7]   STUDY OF KINEMATIC AND DYNAMIC STRUCTURE OF HYDRAULIC JUMP [J].
RESCH, FJ ;
LEUTHEUSSER, HJ ;
COANTIC, M .
JOURNAL OF HYDRAULIC RESEARCH, 1976, 14 (04) :293-319
[8]  
Rouse H., 1959, Trans. Am. Soc. Civ. Eng, V124, P926
[9]  
SCHRODER R, 1963, THESIS TU BERLIN BER
[10]   Linear and angular momentum conservation in hydraulic jump [J].
Valiani, A .
JOURNAL OF HYDRAULIC RESEARCH, 1997, 35 (03) :323-354