Hydraulic jumps and stilling basins

A hydraulic jump is a rapid transition from a high-velocity open channel flow to a slower fluvial motion. It is commonly experienced in streams and rivers, in industrial channels, during manufacturing processes and downstream of dam spillways. The air is entrapped at the jump toe that is a discontinuity between the impinging flow and the roller. The impingement perimeter is a source of vorticity. The air-water shear layer is characterised by a transfer of momentum from the high-velocity jet flow to the recirculation region above, as well as by an advective diffusion of entrained air bubbles. Herein the theoretical and experimental modelling of hydraulic jumps is presented with a focus on the two-phase flow properties. Later the hydraulic design of hydraulic jump stilling basin is developed and prototype experiences are discussed.

[1]  D. V. S. Verma,et al.  Development of Efficient Stilling Basins for Pipe Outlets , 2003 .

[2]  Kuang‐An Chang,et al.  Use of bubble image velocimetry for measurement of plunging wave impinging on structure and associated greenwater , 2005 .

[3]  W. P. Cosart,et al.  The two-dimensional turbulent wall-jet , 1961, Journal of Fluid Mechanics.

[4]  Nallamuthu Rajaratnam,et al.  Structure of flow in hydraulic jumps , 1991 .

[5]  Liu Qingchao,et al.  Turbulence characteristics in free and forced hydraulic jumps , 1994 .

[6]  Johan Persson,et al.  An experimental study of a two-dimensional plane turbulent wall jet , 1998 .

[7]  S. Gavrilyuk,et al.  The classical hydraulic jump in a model of shear shallow-water flows , 2013, Journal of Fluid Mechanics.

[8]  Hubert Chanson,et al.  Characteristics of Undular Hydraulic Jumps: Experiments and Analysis , 1998 .

[9]  G. R. Guensch,et al.  Prototype measurements of pressure fluctuations in The Dalles Dam stilling basin , 2007 .

[10]  A. Valiani Linear and angular momentum conservation in hydraulic jump , 1997 .

[11]  Djamel Lakehal,et al.  Subgrid-scale modelling of surface tension within interface tracking-based Large Eddy and Interface Simulation of 3D interfacial flows , 2012 .

[12]  Willi H. Hager,et al.  Classical hydraulic jump: length of roller , 1990 .

[13]  Michele Mossa,et al.  Flow visualization in bubbly two-phase hydraulic jump , 1998 .

[14]  Donald J. Bergstrom,et al.  Roughness effects on turbulent plane wall jets in an open channel , 2004 .

[15]  Joel W. Toso,et al.  Extreme Pressures in Hydraulic‐Jump Stilling Basins , 1988 .

[16]  D. V. S. Verma,et al.  Stilling Basins for Pipe Outlets Using Wedge-Shaped Splitter Block , 2000 .

[17]  O. Ubbink Numerical prediction of two fluid systems with sharp interfaces , 1997 .

[18]  John A. McCorquodale,et al.  Internal Flow in Hydraulic Jumps , 1983 .

[19]  Michael C. Johnson,et al.  Innovative Energy-Dissipating Hood , 2006 .

[20]  John R. Chaplin,et al.  Air–water interface dynamic and free surface features in hydraulic jumps , 2007 .

[21]  Hubert Chanson,et al.  Momentum Considerations in Hydraulic Jumps and Bores , 2012 .

[22]  Hubert Chanson,et al.  CHARACTERISTICS OF UNDULAR HYDRAULIC JUMPS. EXPERIMENTAL APPARATUS AND FLOW PATTERNS , 1995 .

[23]  John R. Chaplin,et al.  Free Surface Length Scale Estimation in Hydraulic Jumps , 2005 .

[24]  S. Glockner,et al.  Numerical study of the hydrodynamics of regular waves breaking over a sloping beach , 2011 .

[25]  Israel J Wygnanski,et al.  On the applicability of various scaling laws to the turbulent wall jet , 1992, Journal of Fluid Mechanics.

[26]  Hubert Chanson,et al.  Similitude and scale effects of air entrainment in hydraulic jumps , 2008 .

[27]  Israel J Wygnanski,et al.  The forced turbulent wall jet , 1992, Journal of Fluid Mechanics.

[28]  Hubert Chanson,et al.  Experimental study of the air–water shear flow in a hydraulic jump , 2000 .

[29]  Stefano Pagliara,et al.  Hydraulic jump on rough bed of stream rehabilitation structures , 2008 .

[30]  W. Hager,et al.  Sill-controlled energy dissipator , 1992 .

[31]  D A Ervine,et al.  AIR ENTRAINMENT IN HYDRAULIC STRUCTURES: A REVIEW. , 1998 .

[32]  C. W. Hirt,et al.  Volume of fluid (VOF) method for the dynamics of free boundaries , 1981 .

[33]  D. V. S. Verma,et al.  Model Studies on Stilling Basins for Pipe Outlets , 2001 .

[34]  Assad A. Oberai,et al.  Modeling air entrainment and transport in a hydraulic jump using two-fluid RANS and DES turbulence models , 2011 .

[35]  Martin Wosnik,et al.  A similarity theory for the turbulent plane wall jet without external stream , 2000, Journal of Fluid Mechanics.