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Gravity- and Turbulence-Dominated Sediment Motion in the Clear-Water Scour Process at a Vertical-Wall Abutment in Pressurized Flow

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EN
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EN
Results on the motion of sediment particles on the bottom of the erosion hole are shown for a clear-water scour experiment with a vertical-wall abutment. The paper presents an investigation of particle kinematics starting from the division of the grain instantaneous movements into two populations, namely the "turbulence-dominated" events (those in which the particle motion is triggered by the turbulent flow field) and the "gravity-dominated" events (those in which the particles slide along the slopes of the scour hole due to geotechnical instability). Attention is focused on the well developed stages of the erosion process. For such experimental times, the action of the principal vortex system is particularly evident because the latter is not much stretched along the direction of the mean flow deviation, thanks to the increased flowing area. At the same time, the temporal unsteadiness of the vortices lets a bimodal behaviour of the sediments to emerge. A relevant difference has been found between the dynamics of gravity-dominated and turbulence-dominated events. In addition, it was found that the presence of geotechnical effects in the erosion hole may significantly alter the scour rate. Potential implications of the present results for the modelling of local scour processes are described.
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Bibliografia
  • 1. Ballio F., Radice A. (2007) Grain kinematics in weak linear transport, Archives of Hydro-Engineering and Environmental Mechanics, 54 (3), 223–242.
  • 2. Chanson H. (1999) The Hydraulics of Open Channel Flow: an Introduction, Elsevier Butterworth-Heinemann.
  • 3. Dargahi B. (1989) The turbulent flow field around a circular cylinder, Experiment in Fluids, 8, 1–12.
  • 4. Devenport W. J., Simpson R. L. (1990) Time-dependent and time-averaged turbulence structure near the nose of a wing-body junction, Journal of Fluid Mechanics, 210, 23–55.
  • 5. Dey S., Barbhuiya A. K. (2005) Flow field at a vertical-wall abutment, Journal of Hydraulic Engineering, 131 (12), 1126–1135.
  • 6. Fernandez Luque R., Van Beek R. (1976) Erosion and transport of bed-load sediment, Journal of Hydraulic Research, 14, 127–144.
  • 7. Graf W. H., Istiarto I. (2002) Flow pattern in the scour hole around a cylinder, Journal of Hydraulic Research, 40 (1), 13–20.
  • 8. Kirkil G., Constantinescu S. G., Ettema R. (2008) Coherent structures in the flow field around a circular cylinder with scour hole, Journal of Hydraulic Engineering, 134 (5), 572–587.
  • 9. Koken M., Constantinescu G. (2008) An investigation of the flow and scour mechanisms around isolated spur dikes in a shallow open channel: 2. Conditions corresponding to the final stages of the erosion and deposition process, Water Resources Research, 44, W08407, doi: 10.1029/2007WR006491.
  • 10. Kwan R. T. F., Melville B. W. (1994) Local scour and flow measurements at bridge abutments, Journal of Hydraulic Research, 32 (5), 661–673.
  • 11. Melville B. W., Coleman S. E. (2000) Bridge scour, Water Resources Publications, LLC, Highlands Ranch, Colorado, USA.
  • 12. Melville B. W., Raudkivi A. J. (1977) Flow characteristics in local scour at bridge piers, Journal of Hydraulic Research, 15 (4), 373–380.
  • 13. Nagata N., Hosoda T., Nakato T., Muramoto Y. (2005) Three-dimensional numerical model for flow and bed deformation around river hydraulic structures, Journal of Hydraulic Engineering, 131 (12), 1074–1087.
  • 14. Niño Y., Garc‘ıa M. (1994) Gravel saltation: 2. Modeling, Water Resources Research, 30, 1915–1924.
  • 15. Parker G., Seminara G., Solari L. (2003) Bed load at low Shields stress on arbitrarily sloping beds: Alternative entrainment formulation, Water Resources Research, 39, 1183.
  • 16. Radice A., Ballio F. (2008) Double-average characteristics of sediment motion in one-dimensional bed load, Acta Geophysica, 56 (3), 654–668.
  • 17. Radice A., Ballio F., Porta G. (2009a) Local scour at a trapezoidal abutment: sediment motion pattern, Journal of Hydraulic Research, 47 (2), 250–262, doi: 10.3826/jhr.2009.3356.
  • 18. Radice A., Malavasi S., Ballio F. (2006) Solid transport measurements through image processing, Experiments in Fluids, 41 (5), 721–734, doi: 10.1007/s00348-006-0195-9.
  • 19. Radice A., Malavasi S., Ballio F. (2008) Sediment kinematics in abutment scour, Journal of Hydraulic Engineering, 134 (2), 146–156.
  • 20. Radice A., Porta G., Franzetti S. (2009b) Analysis of the time-averaged properties of sediment motion in a local scour process, Water Resources Research, 54, W03401, doi: 10.1029/2007WR006754.
  • 21. Roulund A., Sumer B. M., Fredsøe J., Michelsen J. (2005) Numerical and experimental investigation of flow and scour around a circular pile, Journal of Fluid Mechanics, 534, 351–401.
  • 22. Sumer B. M. (2007) Mathematical modelling of scour: A review, Journal of Hydraulic Research, 45 (6), 723–735.
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Bibliografia
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bwmeta1.element.baztech-article-BAT8-0017-0011
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