Coastal sediment dynamics: Recent advances and future research needs

Journal of Hydraulic Research

Volumn 51, Issue 5, 2013, Pages 475-493

  Van Rijn, Leo C ^a   Ribberink, Jan S ^b   Van Der Werf, Jebbe ^c   Walstra, Dirk J R ^c  

^a Wwwleovanrijn sedimentcom ^*  (Netherlands)

^b UNIVERSITY OF TWENTE   (Netherlands)

^c DELFT UNIVERSITY OF TECHNOLOGY   (Netherlands)

Author keywords

Coastal modelling; Coastal processes; Morphodynamics; Sediment transport; Waves

Indexed keywords

COASTAL ENGINEERING; MODELS; SEDIMENT TRANSPORT; WAVES;

COASTAL ENVIRONMENTS; COASTAL MODELLING; COASTAL PROCESS; LABORATORY AND FIELD EXPERIMENTS; MORPHODYNAMIC MODELS; MORPHODYNAMICS; PRACTICAL ENGINEERING; SEDIMENT TRANSPORT PROCESS;

COASTAL ZONES;

COASTAL SEDIMENT; COASTAL ZONE; MORPHODYNAMICS; RESEARCH; SEDIMENT TRANSPORT;

EID: 84887811010     PISSN: 00221686     EISSN: None     Source Type: Journal    
DOI: 10.1080/00221686.2013.849297     Document Type: Article

References (111)

1. Aagaard, T., Hughes, M.G. (2010). Breaker turbulence and sediment suspension in the surf zone. Marine Geol. 271, 250-259
2. Alsina, J.M., Cáceres, I. (2011). Sediment suspension events in the inner surf and swash zone. Measurements in large-scale and high-energy wave conditions. Coastal Eng. 58, 657-670
3. Amoudry, L., Hsu, T-J., Liu, P.L-F. (2008). Two-phase model for sand transport in sheet flow regime. J. Geophys. Res. 113(C03011), 1-15
4. Asano, T. (1990). Two-phase model on oscillatory sheet flow. Proc. 22nd Int. Conf. Coastal engineering, 2372-2384, ASCE, New York
5. Bagnold, R.A. (1963). Mechanics of marine sedimentation. In The sea, vol. 3, M.N. Hill, ed. Interscience, New York. 507-528
6. Bailard, J.A. (1981). An energetics total load sediment transport model for a plane sloping beach. J. Geophys. Res. 86(C11), 10938-10954
7. Bakhtyar, R., Barry, D.A., Yeganeh-Bakhtiary, A., Li, L., Parlange, J.Y., Sander, G.C. (2010). Numerical simulation of two-phase flow for sediment transport in the inner-surf and swash zones. Adv. Water Resour. 33, 277-290
8. Baldock, T.E., Alsina, J.A., Caceres, I., Vicinanza, D., Contestabile, P., Power, H., Sanchez-Arcilla, A. (2011). Large-scale experiments on beach profile evolution and surf and swash zone sediment transport induced by long waves, wave groups and random waves. Coastal Eng. 58(2), 214-227
9. Bijker, E.W. (1971). Longshore transport computations. J.Waterway Port Coastal Ocean Eng. 97, 687-701
10. Blondeaux, P., Vittori, G., Bruschi, A., Lalli, F., Pesarino, V. (2012). Steady streaming and sediment transport at the bottom of sea waves. J. Fluid Mech. 697, 115-149. doi:10.1017/jfm.2012.50
11. Borsboom, R., Li, L., Walstra, D.J.R., et al. (submitted for publication Morphodynamic upscaling with the morphological acceleration (morfac) approach: Error quantification in steady flow. Coastal Eng
12. Brown, J.M., Davies, A.G. (2009). Methods for medium-term prediction of the net sediment transport by waves and currents in complex coastal regions. Cont. Shelf Res. (29), 1502-1514. doi:10.1016/j.csr.2009.03.018
13. Camenen, B., Larson, M. (2007). A total load formula for the nearshore. Proc. Int. Conf. Coastal sediments '07. ASCE, New Orleans, LA, 1-12
14. Christensen, E.D., Jense, J.H., Mayer, S. (2000). Sediment transport under breaking waves. Proc. 27th Int. Conf. Coastal engineering, vol. 3, 2467-2480, ASCE, Sydney
15. Clubb, G.S. (2001). Experimental study of vortex ripples in full scale sinusoidal and asymmetric flows. Ph.D. Thesis. Aberdeen University, UK.
16. Dastgheib, A., Roelvink, J.A., Wang, Z.B. (2008). Longterm process-based morphological modeling of the Marsdiep Tidal Basin. Marine Geol. 256(1-4), 90-100. doi:10.1016/ j.margeo.2008.10.003
17. Davies, A.G., Li, Z. (1997). Modelling sediment transport beneath regular symmetrical and asymmetrical waves above a plane bed. Cont. Shelf Res. 17(5), 555-582. doi:10.1016/S0278-4343(96)00048-9
18. Davies, A.G., Thorne, P.D. (2005). Modelling and measurement of sand transport by waves in the vortex ripple regime. J. Geophys. Res. 110(C05017), 1-25
19. Davies, A.G., Van Rijn, L.C., Damgaard, J.S., van de Graaff, J., Ribberink, J.S. (2002). Intercomparison of research and practical sand transport models. Coastal Eng. 46, 1-23
20. Dibajnia, M.,Watanabe, W. (1992). Sheet-flow under non-linear waves and currents. Proc. 23rd Int. Conf. Coastal engineering, Venice, Italy, 2015-2025
21. Dibajnia, M.,Watanabe, A. (1998).Transport rate under irregular sheet flow conditions. Coastal Eng. 35, 167-183
22. Dohmen-Janssen, C.M. (1999). Grain size influence on sediment transport in oscillatory sheet flow, Phase lags and mobilebed effects. PhD Thesis. Delft University of Technology, The Netherlands
23. Dohmen-Janssen, C.M., Hanes, D.M. (2002). Sheet flow dynamics under monochromatic nonbreaking waves. J. Geophys. Res. 107(C10), 13.1-13.21
24. Dong, P., Zhang, K. (1999). Two-phase flow modelling of sediment motions in oscillatory sheet flow. Coastal Eng. 36, 87-107
25. Drake, T.G., Calantoni, J. (2001). Discrete particle model for sheet flow sediment transport in the nearshore. J. Geophys. Res. 106(C9), 19859-19868. www.agu.org/journals/jc/v106/ iC09/2000JC000611/
26. Elfrink, B., Hanes, D.M., Ruessink, B.G. (2006) Parameterization and simulation of near bed orbital velocities under irregular waves in shallow water. Coastal Eng. 53, 915-927
27. Fredsøe, J., Deigaard, R. (1992). Mechanics of coastal sediment transport, Adv. ser. on ocean eng., vol. 3. World Scientific, Singapore
28. Fredsoe, J., Sumer, B.M., Kozakiewicz, A., Chua, L.H-C., Deigaard, R. (2003). Effect of externally generated turbulence on wave boundary layer. Coastal Eng. 49, 115-183
29. Fuhrman, D.R., Schløer, S., Sterner, J. (2013). RANS-based simulation of turbulent wave boundary layer and sheet-flow sediment transport processes. Coastal Eng. 73, 151-166
30. Geleynse, N., Storms, J.E.A., Walstra, D.J.R., Jagers, H.R.A., Wang, Z.B., Stive, M.J.F. 2011. Controls on river delta formation; insights from numerical modeling. Earth Planet. Sci. Lett. 302, 217-226. doi:10.1016/j.epsl. 2010.12.013
31. Gonzalez-Rodriguez, D., Madsen, O.S. (2007). Seabed shear stress and bedload transport due to asymmetric and skewed waves. Coastal Eng. 54, 914-929
32. Gonzalez-Rodriguez, D., Madsen, O.S. (2011). Boundarylayer hydrodynamics and bedload sediment transport in oscillating water tunnels. J. Fluid Mech. 667, 48-84. doi:10.1017/S0022112010004337
33. Grasmeijer, B. (2002). Process-based cross-shore modelling of barred beaches. Doctoral Thesis. Department of Physical Geography, University of Utrecht, The Netherlands
34. Guizien, K., Dohmen-Janssen, M., Vittori, G. (2003). 1DV bottom boundary layer modeling under combined wave and current: Turbulent separation and phase lag effects. J. Geophys. Res. 108(C1), 16.1-16.15
35. Hassan, W.H., Ribberink, J.S. (2005). Transport processes of uniform and mixed sands in oscillatory sheet flow. Coastal Eng. 52, 745-770
36. Hassan, W.N.M., Ribberink, J.S. (2010). Modelling of sand transport under wave-generated sheet flows with a RANS diffusion model. Coastal Eng. 57(1), 19-29. doi:10.1016/j.coastaleng.2009.08.009
37. Hibma, A., de Vriend, H.J., Stive, M.J.F. (2005). Numerical modelling of shoal pattern formation in well-mixed elongated estuaries. Estuar. Coastal Shelf Sci. 57(5-6), 981-991. doi:10.1016/S0272-7714(03)00004-0
38. Hoefel, F., Elgar, S. (2003). Wave-induced sediment transport and sandbar migration. Science 299, 1885-1887
39. Holmedal, L.E., Myrhaug, D. (2006). Boundary layer flow and net sediment transport beneath asymmetrical waves. Cont. Shelf Res. 26(2), 252-268. doi:10.1016/j.csr.2005.11.004
40. Hurther, D., Thorne, P.D. (2011). Suspension and near bed load sediment transport processes above a migrating, sand rippled bed under shoaling waves. J. Geophys. Res. 116(C07001), 1-17
41. Jones, O.P., Petersen, O.S., Kofoed-Hansen, H. (2007). Modelling of complex coastal environments: Some considerations for best practice. Coastal Eng. 54, 717-733. doi:10.1016/j.coastaleng.2007.02.004
42. Kana, T.W. (1979). Suspended sediment in breaking waves. Tech. Rep. No. 18-CRD. Coastal Research Division, Department of Geology, University of South Carolina, Colombia, SC, USA
43. Kobayashi, N., Johnson, B.D. (2001). Sand suspension, storage, advection, and settling in surf and swash zones. J. Geophys. Res. 106(C5), 9363-9376
44. Kranenburg, W.M. (2013). Modelling sheet-flow sand transport under progressive surface waves. Doctoral Thesis. University of Twente, The Netherlands, 1-18
45. Kranenburg, W.M., Ribberink, J.S., Uittenbogaard, R.E., Hulscher, S.J.M.H. (2012). Net currents in the wave bottom boundary layer: On waveshape streaming and progressive wave streaming. J. Geophys. Res. 117, F03005. doi:10.1029/2011JF002070
46. Kranenburg, W.M., Ribberink, J.S., Schretlen, J.L.M., Uittenbogaard, R.E. (2013). Sand transport beneath waves: The role of progressive wave streaming and other free surface effects. J. Geophys. Res. 118, 1-18. doi:10.1029/ 2012JF002427
47. Kraus, N. (1987). Application of portable traps for obtaining point measurements of sediment transport rates in the surf zone. J. Coastal Res. 2(2), 139-152
48. Lesser, G.R. (2009). An approach to medium-term coastal morphological modeling. PhD Thesis. Delft University of Technology, The Netherlands, CRC Press/Balkema. ISBN 978-0-415-55668-2
49. Li, M., O'Connor, B.A. (2007). Numerical study of sediment transport above rippled beds under the action of combined waves and currents. Sedimentology 54, 1345-1363
50. Longuet-Higgins, M.S. (1953). Mass transport under water waves. Philos. Trans. R. Soc. Lond. Ser. A Math. Phys. Sci. 245(903), 535-581
51. Malarkey, J., Davies, A.G. (2002). Discrete vortex modelling of oscillatory flows over ripples. Appl. Ocean Res. 24, 127-145
52. McLean, S.R., Ribberink, J.S., Dohmen-Janssen, C.M., Hassan, W.N. (2001). Sand transport in oscillatory sheet flow with mean current. J. Waterway Port Coastal Ocean Eng. 127(3), 141-151
53. Miller, H.C. (1999). Field measurements of longshore sediment transport during storms. Coastal Eng. 36, 301-321
54. Nielsen, P. (1988). Three simple models of wave sediment transport. Coastal Eng. 12, 43-62
55. Nielsen, P. (1992). Coastal bottom boundary layers and sediment transport. Adv. Ser. Ocean Eng. 4, 324
56. Nielsen, P. (2006). Sheet flow sediment transport under waves with acceleration skewness and boundary layer streaming. Coastal Eng. 53, 749-758
57. O'Donoghue, T., Clubb, G.S. (2001). Sand ripples generated by regular oscillatory flow. Coastal Eng. 44, 101-115
58. O'Donoghue, T., Wright, S. (2004a). Concentrations in oscillatory sheet flow for well sorted and graded sands. Coastal Eng. 50, 117-138
59. O'Donoghue, T.,Wright, S. (2004b). Flow tunnel measurements of velocities and sand flux in oscillatory sheet flow for wellsorted and graded sands. Coastal Eng. 51, 1163-1184
60. Pape, L., Kuriyama, Y., Ruessink, B.G. (2010). Models and scales for nearshore sandbar behavior. J. Geophys. Res. Earth Surf. 115(F03043), 1-13
61. Penko, A.M., Calantoni, J., Rodriguez-Abudo, S., Foster, D.L., Slinn, D.N. (2013). Three-dimensional mixture simulations of flow over dynamic rippled beds. J. Geophys. Res. 118, 1543-1555
62. Ranasinghe, R., Swinkels, C., Luijendijk, A., Roelvink, J.A., Bosboom, J., Stive, M.J.F., Walstra, D.J.R. 2011. Morphodynamic upscaling with the MorFac approach: Dependencies and sensitivities. Coastal Eng. 58, 806-811. doi:10.1016/j.coastaleng.2011.03.010
63. Reniers, A.J.H.M., Gallagher, E.L., MacMahan, J.H., Brown, J.A., van Rooijen, A.A., Van Thiel de Vries, J.S.M., van Prooijen, B.C. (2013). Observations and modeling of steepbeach grain-size variability. J. Geophys. Res. 118, 577-591. doi:10.1029/2012JC008073
64. Ribberink, J.S. (1998). Bed-load transport for steady flows and unsteady oscillatory flows. Coastal Eng. 34, 59-82
65. Ribberink, J.S., Al-Salem, A.A. (1994). Sheet flow and suspension of sand in oscillatory boundary layers. Coastal Eng. 25, 205-225
66. Ribberink, J.S., Chen, Z. (1993). Sediment transport of fine sand under asymmetric oscillatory flow. Data reportH840.20, Part VII. WL|Delft Hydraulics, The Netherlands
67. Ribberink, J.S., Dohmen-Janssen, C.M., Hanes, D.M., McLean, S.R., Vincent, C. (2000). Nearbed sand transport mechanisms under waves. Proc. 27th Int. Conf. Coastal engineering, 3263-3276, ASCE, Sydney, Australia
68. Ribberink, J.S., Van Der Werf, J.J., O'Donoghue, T., Hassan, W.N.M. (2008). Sand motion induced by oscillatory flows: Sheet flow and vortex ripples. J. Turbul. 9(N20), 1-32
69. Roelvink, J.A., Reniers, A.J.H.M. (1995). LIP 11D delta flume experiments, a dataset for profile model validation. Report H2130. WL|Delft Hydraulics, The Netherlands
70. Roelvink, J.A., Meijer, T.J.G.P., Houwman, K., Bakker, R., Spanhoff, R. (1995). Field validation and application of a coastal profile model. Proc. Int. Conf. Coastal dynamics 95 conference. New York, 818-828
71. Ruessink, B.G., Kuriyama, Y., Reniers, A.J.H.M., Roelvink, J.A., Walstra, D.J.R. (2007). Modeling cross-shore sandbar behavior on the time scale of weeks. J. Geophys. Res. 112 (F03010), 1-15
72. Ruessink, B.G., Van Den Berg, T.J.J., Van Rijn, L.C. (2009). Modeling sediment transport beneath skewed asymmetric waves above a plane bed. J. Geophys. Res. 114(C11021), 1-14
73. Ruessink, B.G., Michallet, H., Abreu, T., Sancho, F., Van der A, D.A., Van Der Werf, J.J., Silva, P.A. (2011). Observations of velocities, sand concentrations, and fluxes under velocityasymmetric flows. J. Geophys. Res. 116(C03004), 1-13
74. Ruggiero, P., Walstra, D.J.R., Gelfenbaum, G., van Ormondt, M. (2009). Seasonal-scale nearshore morphological evolution: Field observations and numerical modeling. Coastal Eng. 56(11-12), 1153-1172. doi:10.1016/j.coastaleng. 2009.08.003
75. Sato, S. (1987). Oscillatory boundary flow and sand movement over ripples. Ph.D. Thesis. University of Tokyo, Japan
76. Scandura, P. (2007). Steady streaming in a turbulent oscillating boundary layer. J. Fluid Mech. 571, 265-280. doi:10.1017/S0022112006002965
77. Schretlen, J.L.M. (2012). Sand transport under full-scale progressive surface waves. PhD Thesis. University of Twente, The Netherlands
78. Schretlen, J.L.M., Ribberink, J.S., O'Donoghue, T. (2011). Boundary layer flow and sand transport. Proc. 32nd Int. Conf. Coastal engineering, 1-14, J. McKee Smith and P. Lynett, eds. CERC, Shanghai, China
79. Scott, N.V., Hsu, T.J., Cox, D. (2009). Steep wave, turbulence, and sediment concentration statistics beneath a breaking wave field and their implications for sediment transport. Cont. Shelf Res. 29, 2303-2317
80. Silva, P.S., Temperville, A., Seabra Santos, F. (2006). Sand transport under combined current and wave conditions: A semi-unsteady, practical model. Coastal Eng. 53, 897-913
81. Silva, P.A., Abreu, T., Van Der A, D.A., Sancho, F., Ruessink, B.G., Van Der Werf, J.J., Ribberink, J.S. (2011). Sediment transport in nonlinear skewed oscillatory flows: Transkew experiments. J. Hydraulic Res. 49, 72-80
82. Soulsby, R.L., Damgaard, J.S. (2005). Bedload sediment transport in coastal water. Coastal Eng. 52, 673-689
83. Suntoyo, Tanaka, H., Sana, A. (2008). Characteristics of turbulent boundary layers over a rough bed under saw-tooth waves and its application to sediment transport. Coastal Eng. 55, 1102-1112
84. Suzuki, T., Okayasu, A., Shibayama, T. (2007). A numerical study of intermittent sediment concentration under breaking waves in the surf zone. Coastal Eng. 54, 433-444
85. Thorne, P.D., Williams, J.J., Davies, A.G. (2002). Suspended sediment under waves measured in a large-scale flume facility. J. Geophys. Res. 107(C8), 4.1-4.16
86. Traykovski, P., Hay, A.E., Irish, J.D., Lynch, J.F. (1999). Geometry, migration and evolution of wave orbital ripples. J. Geophys Res. 104, 1505-1524. doi:10.1029/1998JC900026
87. Trowbridge, J., Madsen, O.S. (1984a). Turbulent wave boundary layers: 1. Model formulation and first-order solution. J. Geophys. Res. 89(C5), 7989-7997. doi:10.1029/JC089iC05p07989
88. Trowbridge, J., Madsen, O.S. (1984b). Turbulent wave boundary layers: 2. Second-order theory and mass transport. J. Geophys. Res. 89(C5), 7999-8007. doi:10.1029/JC089iC05p07999
89. Tung, T.T., Van Der Kreeke, J., Stive, M.J.F., Walstra, D.J.R. (2012). Cross-sectional stability of tidal inlets: A comparison between numerical and empirical approaches. Coastal Eng. 60, 21-29. doi:10.1016/j.coastaleng.2011.08. 005
90. Van Der A, D.A. (2010). Effects of acceleration skewness on oscillatory boundary layers and sheet flow sand transport. PhD Thesis. University of Aberdeen, UK.
91. Van Der A, D.A., O'Donoghue, T., Ribberink, J.S. (2010). Measurements of sheet flow transport in acceleration-skewed oscillatory flow and comparison with practical formulations. Coastal Eng. 57, 331-342
92. Van Der A, D.A., O'Donoghue, T., Davies, A.G., Ribberink, J.S. (2011). Experimental study of the turbulent boundary layer in acceleration-skewed oscillatory flow. J. Fluid Mech. 684, 251-283
93. Van Der A, D.A., Ribberink, J.S., Van Der Werf, J.J., O'Donoghue, T., Buijsrogge, R.H., Kranenburg, W.M. (2013). Practical sand transport formula for non-breaking waves and currents. Coastal Eng. 76, 26-42
94. Van Der Wegen, M., Roelvink, J.A. (2008). Long-term morphodynamic evolution of a tidal embayment using a two-dimensional, process-based model. J. Geophys. Res. 113(C3016), 1-23
95. Van Der Werf, J.J. (2006). Sand transport over rippled beds in oscillatory flow. Doctoral Thesis. University of Twente, The Netherlands
96. Van Der Werf, J.J., Ribberink, J.S., O'Donoghue, T., Doucette, J.S. (2006). Modelling and measurement of sand transport processes over full-scale ripples in oscillatory flow. Coastal Eng. 53, 657-673
97. Van Der Werf, J.J., Doucette, J.S., O'Donoghue, T., Ribberink, J.S. (2007). Detailed measurements of velocities and suspended sand concentrations over full-scale ripples in regular oscillatory flow. J. Geophys. Res. 112(F02012), 1-18
98. Van Der Werf, J.J., Magar, V., Malarkey, J., Guizien, K., O'Donoghue, T. (2008). 2DV modelling of sediment transport processes over full-scale ripples in regular asymmetric oscillatory flow. Cont. Shelf Res. 28, 1040-1056
99. Van Der Werf, J.J., Schretlen, J.J.L.M., Ribberink, J.S., O'Donoghue, T. (2009). Database of fullscale laboratory experiments on wave-driven sand transport processes. Coastal Eng. 56, 726-732
100. Van Rijn, L.C. (2007a). Unified view of sediment transport by currents and waves, I: Initiation of motion, bed roughness, and bed-load transport. J. Hydraulic Eng. 133(6), 649-667
101. Van Rijn, L.C. (2007b). Unified view of sediment transport by currents and waves, II: Suspended transport. J. Hydraulic Eng. 133(6), 668-389
102. Van Rijn, L.C., Ruessink, B.G., Mulder, J.P.M. (2002). Coast3DEgmond; the behaviour of a straight sandy coast on the time scale of storms and seasons. Deltares, Delft, The Netherlands
103. Van Thiel De Vries, J.S.M. (2009). Dune erosion during storm surges. PhD Thesis. Department of Civil Engineering, Technical University of Delft, The Netherlands
104. Walstra, D.J.R., Reniers, A.J.H.M., Ranasinghe, R., Roelvink, J.A., Ruessink, B.G. (2012). On bar growth and decay during interannual net offshore migration. Coastal Eng. 60, 190-200. doi:10.1016/j.coastaleng.2011.10.002
105. Walstra, D.J.R., Hoekstra, R., Tonnon, P.K., Ruessink, B.G. (2013). Input reduction for long-term morphodynamic simulations in wave-dominated coastal settings. Coastal Eng. 77, 57-70. doi:10.1016/j.coastaleng.2013.02.001
106. Wang, Y.H. (2007). Formula for predicting bedload transport rate in oscillatory sheet flows. Coastal Eng. 54, 594-601
107. Watanabe, A., Sato, S. (2004). A sheet-flow transport rate formula for asymmetric forward-leaning waves and currents. Proc. 29th Int. Conf. Coastal engineering, 1703-1714,World Scientific, Lisbon, Portugal
108. Yoon, H.D. (2011). Observations and prediction of intermittent sediment suspension in the surf zone. PhD Thesis. Oregon State University, USA
109. Yoon, H.D., Cox, D.T. (2010). Large-scale laboratory observations of wave breaking turbulence over an evolving beach. J. Geophys. Res. 115, 1-16
110. Yoon, H-D., Cox, D.T. (2012). Cross-shore variation of intermittent sediment suspension and turbulence induced by depthlimited breaking. Cont. Shelf Res. 47, 93-106
111. Zyserman, J.A., Fredsøe, J. (1994). Data analysis of bed concentration of suspended sediment. J. Hydraulic Eng. 120(9), 1021-1042