Clear-Water Scouring Process in a Flow in Supercritical Regime

AbstractThe aim of this research is to measure the clear-water scouring produced by supercritical flow around a rectangular-shaped obstacle. The initial uniform flow condition without the obstacle is such that the Shields parameter remains slightly lower than critical so that the sediment constituting the mobile bed is not transported. The sediment begins to move after the obstacle is suddenly inserted; the two-dimensional (2D) water surface and the 2D bed topography fields around the obstacle are then measured at specific times after this. The initial flow pattern exhibits a typical bow-wave like hydraulic jump detached upstream from the obstacle that occurs over the rough plane bed. For the more widely studied subcritical regime configuration, the scour initiates on the sides of the obstacle and migrates towards its upstream face where the scour depth continues to increase over time. This causes the hydraulic jump to migrate downstream, approaching the obstacle with negligible effect on the bed topograp...

[1]  Subhasish Dey,et al.  Characteristics of Horseshoe Vortex in Developing Scour Holes at Piers , 2007 .

[2]  W. E. Moeckel,et al.  Approximate method for predicting form and location of detached shock waves ahead of plane or axially symmetric bodies , 1949 .

[3]  W. Hager,et al.  Temporal Evolution of Clear-Water Pier and Abutment Scour , 2002 .

[4]  B. Sumer,et al.  Numerical and experimental investigation of flow and scour around a circular pile , 2005, Journal of Fluid Mechanics.

[5]  O. Link,et al.  Coherent structure dynamics and sediment particle motion around a cylindrical pier in developing scour holes , 2012, Acta Geophysica.

[6]  Edward E. Fischer,et al.  Closure of "Scour Around Bridge Piers at High Flow Velocities" , 1980 .

[7]  B. Dargahi The turbulent flow field around a circular cylinder , 1989 .

[8]  J. Vazquez,et al.  3D free surface measurement and numerical modelling of flows in storm overflows , 2003 .

[9]  Oscar Link,et al.  Discussion of “Coherent Structures in the Flow Field around a Circular Cylinder with Scour Hole” by G. Kirkil, S. G. Constaninescu, and R. Ettema , 2010 .

[10]  William Miller,et al.  Live-Bed Local Pier Scour Experiments , 2006 .

[11]  Willi H. Hager,et al.  Bridge Pier Scour under Flood Waves , 2010 .

[12]  Wen-Yi Chang,et al.  Maximum Local Scour Depth at Bridge Piers under Unsteady Flow , 2009 .

[13]  N. Rajaratnam,et al.  Flow around Cylinders in Open Channels , 2008 .

[14]  Robert Ettema,et al.  Coherent Structures in the Flow Field around a Circular Cylinder with Scour Hole , 2008 .

[15]  J. Lai,et al.  Field Measurements and Simulation of Bridge Scour Depth Variations during Floods , 2008 .

[16]  N. Rivière,et al.  Bow-wave-like hydraulic jump and horseshoe vortex around an obstacle in a supercritical open channel flow , 2010 .

[17]  F. Sotiropoulos,et al.  Reynolds Number Effects on the Coherent Dynamics of the Turbulent Horseshoe Vortex System , 2011 .

[18]  Ronald B. Smith,et al.  V-waves, bow shocks, and wakes in supercritical hydrostatic flow , 2000, Journal of Fluid Mechanics.

[19]  Willi H. Hager,et al.  Down-flow and horseshoe vortex characteristics of sediment embedded bridge piers , 2006 .

[20]  Nallamuthu Rajaratnam,et al.  Flow around bridge piers , 1998 .

[21]  M. Muzzammil,et al.  The mean characteristics of horseshoe vortex at a cylindrical pier , 2003 .

[22]  N. Cheng,et al.  Slope Correction for Calculation of Bedload Sediment Transport Rates in Steep Channels , 2014 .

[23]  W. Graf,et al.  Experiments on flow around a cylinder; the velocity and vorticity fields , 1998 .

[24]  Oscar Link,et al.  Geometry of developing and equilibrium scour holes at bridge piers in gravel , 2010 .

[25]  Willi H. Hager,et al.  Morphological Evolution of Dune-Like Bed Forms Generated by Bridge Scour , 2014 .