A 3-D wave-current driven coastal sediment transport model

Coastal Engineering Journal

Volumn 46, Issue 4, 2004, Pages 385-424

  Wai, O W H ^a   Chen, Y ^a   Li, Y S ^a  

^a HONG KONG POLYTECHNIC UNIVERSITY   (Hong Kong)

Author keywords

Current; Eulerian Lagrangian method; Finite element method; Modeling; Pearl River estuary; Sediment transport; Wave

Indexed keywords

COASTAL ZONES; COMPUTATIONAL METHODS; COMPUTER SIMULATION; CONCENTRATION (PROCESS); ESTUARIES; FINITE ELEMENT METHOD; LAGRANGE MULTIPLIERS; MATHEMATICAL MODELS; OCEAN CURRENTS; PARAMETER ESTIMATION; WATER WAVES;

EULERIAN-LAGRANGIAN METHOD; HYDRODYNAMIC MODIFICATION; MODELING; PEARL RIVER ESTUARY;

SEDIMENT TRANSPORT;

EID: 11144302543     PISSN: 21664250     EISSN: 17936292     Source Type: Journal    
DOI: 10.1142/S0578563404001105     Document Type: Article

References (47)

1. Booij, N. [1981] "Gravity waves on water with non-uniform depth and current," Report No. 81-1, Department of Civil Engineering, Delft University of Technology.
2. Bosman, J. J. [1982] "Concentration distributions under waves and currents," Rep. M1875, Delft Hydraulics, Delft, The Netherlands.
3. Bosman, J. J. and Streetzel, H. J. [1986] "Time and bed averaged concentrations under waves," Proc. Coastal Eng. Conf., Taiwan, pp. 986-1001.
4. Briand, M. H. G. and Kamphuis, J. W. [1993] "Sediment transport in the surf zone: A quasi 3-D numerical model," Coastal Engineering 20, 135-156.
5. Casulli, V. and Cattani, E. [1994] "Stability, accuracy and efficiency of a semi-implicit method for three-dimensional shallow water flow," Comput Math. Appl. 27, 99-112.
6. Casulli, V. [1990] "Semi-implicit finite difference methods for the two-dimensional shallow water equations," J. Computational Physics 86, 56-74.
7. Celik, I. and Rodi, W. [1988] "Modeling suspended sediment transport in nonequilibrium situations," J. Hydr. Eng., ASCE 114(10), 1157-1191.
8. Chau, K. W. and Jiang Y. W. [2001] "3D numerical model for Pearl River estuary," J. Hydr. Eng., ASCE 127(1), 72-82.
9. Chen, Y., Wai, O. W. H. and Li, Y. S. [2003] "Numerical model for wave refraction-diffraction near Pearl River Estuary, China," J. Waterway, Port, Coastal and Ocean Eng., ASCE, pp. 260-269.
10. Chen, J. C. and Heinke, G. W. [2001] "Pearl River Estuary Pollution Project, Summary Report," Report, Hong Kong University of Science and Technology, Hong Kong.
11. Coleman, N. L. [1970] "Flume studies of the sediment transport coefficient," Water Resources Research 6(3).
12. Dingemans, M. W. and Booij, N. [1984] "Field and laboratory verification of the wave propagation model credit," Proc. 19th Conf. Coastal Eng., Vol. 2, pp. 1178-1191.
13. Dou, G. R. [1995] "The capacity to transport sand under wave and current," Chinese Science Bulletin 40(5), 443-446.
14. Ebersole, B. A. [1985] "Refraction-diffraction model for linear water waves," J. Waterway, Port, Coast and Ocean Eng. 111, 939-953.
15. Fredsøe, J. [1984] "Turbulent boundary layer in wave-current motion," J. Hydr. Eng., ASCE 110, 1103-1120.
16. Grant, W. D. and Madsen, O. S. [1979] "Movable bed roughness in unsteady oscillatory Row," J. Geophysical Research 87(C1), 469-481.
17. Hong, G. W. [1996] "Mathematical models for combined refraction-diffraction of waves on non-uniform current and depth," China Ocean Eng. 10(4), 433-454.
18. Huang, J. W. [1989] "The experimental study of the scouring and settling properties of cohesive sediment," Ocean Eng. 7(1), 61-70. (in Chinese).
19. Huynh-Thanh, S. and Temperville, A. [1991] "A numerical model of the rough turbulent boundary layer in combined wave and current interaction," in Sand Transport in River, Estuaries and the Sea (Balkema, Rotterdam), pp. 93-100.
20. Irvine, D. E. and Tilley, D. G. [1988] "Ocean wave directional spectra and wave-current interaction in the Agulhas from the shuttle imaging radar-B synthetic aperture radar," J. Geophysical Research 93(C12), 15389-15401.
21. Kirby, J. T. [1984] "A note on linear surface wave-current interaction over slowly varying topography," J. Geophysical Research 89, 745-747.
22. Kostense, J. K. [1988] "Wave-current interaction in harbours," Proc. 21th Conf. Coastal Eng., 32-46.
23. Kot, S. C. and Hu, S. L. [1995] "Water flows and sediment transport in Pearl River estuary and wave in South China sea near Hong Kong," in Coastal Infrastructure Development in Hong Kong - A Review (Hong Kong Government, Hong Kong), pp. 13-32.
24. Katopodi, I. and Ribberink, J. S. [1992] "Quasi-3D modelling of suspended sediment transport by currents and waves," Coastal Eng. 18, 83-110.
25. Li, Y. S. and Zhang, M. Y. [1997] "Dynamic coupling of wave and surge models by Eulerian-Lagrangian method," J. Waterway, Port, Coast and Ocean Eng. 123, 1-7.
26. Liu, J. J. [1980] "Siltation calculation and forecasting at Lian Yuan harbour," J. Nanjing Hydraulic Research Institute 4, 31-42 (in Chinese).
27. Liu, J. J. [1988] "The calculation of sand concentration under wind wave and current," J. Nanjing Hydraulic Institute 3, 60-70 (in Chinese).
28. Liu, P. L. F. [1983] "Wave-current interaction on a slowly varying topography," J. Geography 88(C7), 4421-4426.
29. Lou, J. and Ridd, P. V. [1997] "Modelling of suspended sediment transport in coastal areas under waves and currents," Estuarine, Coastal and Shelf Science 45, 1-16.
30. Lu, Q. M. and Wai, W. H. [1998] "An efficient operator splitting scheme for three-dimensional hydrodynamic computations," Int. J. Numerical Methods in Fluids 26, 771-789.
31. Mathiesen, M. [1987] "Wave refraction by a current whirl," J. Geophysical Research 92(C4), 3905-3912.
32. McLean, S. R., Wolfe, S. R. and Nelson, J. M. [1999] "Predicting boundary shear stress and sediment transport over bed forms," J. Hydr. Eng., ASCE 125 (7), 725-736.
33. Ohnaka, S. [1988] "Numerical modeling of wave deformation with a current," Proc. 21th Conf. Coastal Eng., Vol. 1, pp. 393-407.
34. Rijn, L. C. van [1984] "Sediment transport: Suspended load transport - Part II," J. Hydr. Eng., ASCE 110(11), 1613-1641.
35. Rijn, L. C. van [1986a] "Mathematical modeling of suspended sediment in nonuniform flows," J. Hydr. Eng. 112(6), 433-455.
36. Rijn, L. C. van [1993] "Transport of fine sands by currents and waves," J. Waterway, Port, Coast., and Ocean Eng. 119(2), 123-143.
37. Rijn, L. C. van [1995] "Transport of fine sands by currents and waves, II," J. Waterway, Port, Coast., and Ocean Eng. 121(2), 123-133.
38. Soulsby, R. L. [1995] "Bed shear-stresses due to combined waves and currents," in Advances in Coastal Morphodynamics (Delft Hydraulics, Netherlands), pp. 2.20-4.23.
39. Soulsby, R. L. [1997] Dynamics of Marine Sands: A Manual for Practical Applications, Telford, UK.
40. Soulsby, R. L., Hamm, L., Klopman, G., Myrhaug, D., Simons, R. R. and Thomas, G. P. [1993] "Wave-current interaction within and outside the bottom boundary layer," Coastal Engineering 21, 41-69.
41. Stansby, P. K. and Lloyd, P. M. [1995] "A semi-implicit Lagrangian scheme for 3D shallow water flow with a two-layer turbulence model," Int. J. Numerical Methods of Fluids 20, 115-133.
42. Tang, C. B. [1963] "The law of sediment initiation," Shuili Xuebao 2, 1-12 (in Chinese).
43. Tong, Z. Y. [1986] "Primary analysis of equilibrium between water and sediment, erosion and deposition in Lingding Ocean," Proc. Researches and Investigations of Coastal Researches in Pearl River Estuary (Guangzhou Science and Technology Press), Vol. 4, pp. 210-230 (in Chinese).
44. Trulsen, G. N. [1990] "Evolution of a gravity wave spectrum through a current gradient," J. Geo-physical Research 95(C2), 22141-22151.
45. Wai, O. and Lu, Q. [2000] "An efficient parallel model for coastal transport process simulation," Advances in Water Resources 23(7), 747-764.
46. Yan, Y. X. [1987] "Numerical modeling of current and wave interactions of an inlet-beach system," Ph.D Thesis, University of Florida, USA.
47. Ying, Z. P. [1993] "The study of hydrodynamic environment in Lingding Bay and choosing a navigation channel," Technical Report of Zhong Shan University (in Chinese).