BOUNDARY LAYER FLOW AND SAND TRANSPORT UNDER FULL SCALE SURFACE WAVES
Proceedings of the 32nd International Conference
PDF (Inglés)

Palabras clave

sediment transport
sheet-flow layer
surface waves
wave boundary layer
full-scale experiments

Cómo citar

BOUNDARY LAYER FLOW AND SAND TRANSPORT UNDER FULL SCALE SURFACE WAVES. (2011). Coastal Engineering Proceedings, 1(32), sediment.4. https://doi.org/10.9753/icce.v32.sediment.4

Resumen

Existing models for wave-related (cross-shore) sand transport are primarily based on data from oscillatory flow tunnel experiments. However, theory and former experiments indicate that flow differences between full scale surface waves and oscillatory flow tunnels may have a substantial effect on the net sand transport. In this paper, high resolution measurements of boundary layer flow characteristics, sheet-flow layer sediment concentrations and net sand transport rates under full scale surface waves are presented. These experiments were performed in a large wave flume (GWK) for different wave conditions with medium (D50 = 0.25 mm) and fine (D50 = 0.14 mm) sand. It is shown that, especially under sheet-flow conditions, small wave induced net currents are of large importance for the total sand transport rates under these conditions.
PDF (Inglés)

Referencias

Bosboom, J. and Klopman, G. 2000. Intra-wave sediment transport modelling. Proceedings of 27th International Conference on Coastal Engineering, ASCE, 3263-3276., Sydney, Australia.

Campbell, L., T. O'Donoghue and J.S. Ribberink. 2006. Wave boundary layer velocities in oscillatory sheet flow. Proceedings of 30th International Conference on Coastal Engineering, ASCE, 2207-2219.

Davies, A.G. and Li, Z. 1997. Modelling sediment transport beneath regular symmetrical and asymmetrical waves above a plane bed. Continental Shelf Research, 17(5), 555-582.http://dx.doi.org/10.1016/S0278-4343(96)00048-9

Davies, A.G. and C. Villaret. 1999. Eulerian drift induced by progressive waves above rippled and very rough beds. Journal of Geophysical Research, 104(C1): 1465-1488.http://dx.doi.org/10.1029/1998JC900016

Dibajnia, M. and A. Watanabe. 1998. Transport rate under irregular sheet flow conditions. Coastal Engineering, 35, 167-183.http://dx.doi.org/10.1016/S0378-3839(98)00034-9

Dohmen-Janssen, C.M. 1999. Grain size influence on sediment transport in oscillatory sheet flow - phase lags and mobile-bed effect. PhD-thesis, Delft University of technology Delft, The Netherlands. 246 pp.

Dohmen-Janssen, C.M. and D.M. Hanes. 2002. Sheet flow dynamics under monochromatic nonbreaking waves. Journal of Geophysical Research, 107(C10), 3149.http://dx.doi.org/10.1029/2001JC001045

Eekhout, J.P.C. 2008. Measurements and modeling of cross-shore morphodynamics. MSc-thesis University of Twente, Enschede, The Netherlands.

Hassan, W.N.M. and J.S. Ribberink. 2005. Transport processes of uniform and mixed sands in oscillatory sheet flow. Coastal Engineering, 52, 745 - 770. http://dx.doi.org/10.1016/j.coastaleng.2005.06.002

Hassan, W.N.M. and J.S. Ribberink. 2010. Modelling of sand transport under wave-generated sheet flows with RANS diffusion model. Coastal Engineering, 57, 19-29.http://dx.doi.org/10.1016/j.coastaleng.2009.08.009

Kranenburg, W.M., J.S. Ribberink and R.E. Uittenbogaard. In press. Sand transport by surface waves: can streaming explain the onshore transport? Proceedings of 32rd International Conference on Coastal Engineering, Shanghai, China.

Longuet-Higgins, M.S. 1953. Mass transport in water waves. Philosophical Transactions of the Royal Society of London. Series A, Mathematical and Physical Sciences, 245(903): 535-581. http://dx.doi.org/10.1098/rsta.1953.0006

McLean, S.R., J.S. Ribberink, C.M. Dohmen-Janssen and W.N. Hassan. 2001. Sand transport in oscillatory sheet flow with mean current. Journal of Waterway, Port, Coastal and Ocean Engineering, 127(3): 141-151.http://dx.doi.org/10.1061/(ASCE)0733-950X(2001)127:3(141)

Nielsen, P. 1992. Coastal bottom boundary layers and sediment transport. Advanced Series on Coastal Engineering, 4. World Scientific Publishing Co. Pte. Ltd., Singapore, 324 pp.

O'Donoghue, T. and S. Wright. 2004a. Concentrations in oscillatory sheet flow for well sorted and graded sands. Coastal Engineering, 50, 117-138. http://dx.doi.org/10.1016/j.coastaleng.2003.09.004

O'Donoghue, T. and S. Wright. 2004b. Flow tunnel measurements of velocities and sand flux in oscillatory sheet flow for well sorted and graded sands. Coastal Engineering, 51, 1163-1184.http://dx.doi.org/10.1016/j.coastaleng.2004.08.001

O'Donoghue, T., J.S. Doucette, J.J. van der Werf and J.S. Ribberink. 2006. The dimensions of sand ripples in fullscale oscillatory flows. Coastal Engineering, 53, 997-1012.http://dx.doi.org/10.1016/j.coastaleng.2006.06.008

Ribberink, J.S. and Z. Chen 1993. Sediment transport of fine sand under asymmetric oscillatory flow. Delft Hydraulics data report H840.20, Part VII.

Ribberink, J.S. and A.A. Al-Salem. 1994. Sediment transport in oscillatory boundary layers in cases of rippled beds and sheet flow. Journal of geophysical Research, 99(C6), 12707-12727. http://dx.doi.org/10.1029/94JC00380

Ribberink, J.S. and A.A. Al-Salem. 1995. Sheet flow and suspension of sand in oscillatory boundary layers. Coastal Engineering, 25, 205 - 225. http://dx.doi.org/10.1016/0378-3839(95)00003-T

Ribberink, J.S. 1998. Bed-load transport for steady flows and unsteady oscillatory flows. Coastal Engineering, 34, 59-82.http://dx.doi.org/10.1016/S0378-3839(98)00013-1

Ribberink, J.S., C.M. Dohmen-Janssen, D.M. Hanes, S.R. McLean and C. Vincent. 2000. Near-bed sand transport mechanics under waves - A large-scale flume experiment (Sistex99). Proceedings of 27th International Conference on Coastal Engineering, ASCE, 3263-3276. Sydney, Australia.

Ribberink, J.S., J.J. van der Werf and T. O'Donoghue. 2008. Sand motion induced by oscillatory flows; sheet flow and vortex ripples. Journal of Turbulence, special issue on 'Particle-laden flow, from geophysical to Kolmogorov scales'. Euromech colloquim 477. Enschede, The Netherlands.

Schretlen, J.L.M., J.J. van der Werf, J.S. Ribberink, R.E. Uittenbogaard and T. O'Donoghue. 2008a. Surface wave effects on sheet-flow sand transport. Proceedings of the 5th IAHR Symposium on River, Coastal and Estuarine Morphodynamics. Taylor & Francis Group, 329-335.

Schretlen, J.L.M., J.J. van der Werf, J.S. Ribberink, M. Kleinhans, W.M. Zuijderwijk and T. O'Donoghue. 2008b. New high-resolution measurements of wave boundary layer flow under full-scale surface waves. Proceedings of 31st International Conference on Coastal Engineering, 2008, Hamburg, Germany.

Schretlen, J.L.M., J.S. Ribberink and t. O'Donoghue. 2009. Sand transport under full-scale surface waves. Proceedings of the 6th International Conference on Coastal Dynamic, Tokyo, Japan.

Trowbridge, J. and O.S. Madsen. 1984a. Turbulent wave boundary layers 1. Model formulation and first-order solution. Journal of Geophysical Research, 89(C5): 7989-7997. http://dx.doi.org/10.1029/JC089iC05p07989

Trowbridge, J. and O.S. Madsen. 1984b. Turbulent wave boundary layers 2. Second-order theory and mass transport. Journal of Geophysical Research, 89(C5): 7999-8007.http://dx.doi.org/10.1029/JC089iC05p07999

Uittenbogaard, R.E. and Klopman, G. 2001. Numerical simulation of wave-current driven sediment transport. Proc. Coastal Dynamics '01, 568 - 577, Lund, Sweden. http://dx.doi.org/10.1061/40566(260)58

Van der A, D., J.S. Ribberink, J.J. van der Werf and T. O'Donoghue, in press. New practical model for sand transport induced by non-breaking waves and currents. Proceedings of 32rd International Conference on Coastal Engineering, Shanghai, China.

Van der Werf, J.J. 2006. Sand transport over rippled beds in oscillatory flow. Ph.D. thesis, University of Twente, The Netherlands.

Wright, S. and T. O'Donoghue. 2002. Total sediment transport rate predictions in wave current sheet flow with graded sand. Oscillatory flow tunnel experiments at Aberdeen University. Experimental report EPSRC "LUBA" Project. University of Aberdeen, Aberdeen, UK.

Authors retain copyright and grant the Proceedings right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this Proceedings.