Unified View of Sediment Transport by Currents and Waves. IV: Application of Morphodynamic Model

Journal of Hydraulic Engineering

Volumn 133, Issue 7, 2007, Pages 776-793

  van Rijn, Leo C ^a,b   Walstra, Dirk Jan R ^b   van Ormondt, Maarten ^b  

^a UTRECHT UNIVERSITY   (Netherlands)

^b WL DELFT HYDRAULICS   (Netherlands)

Author keywords

[No Author keywords available]

Indexed keywords

COASTAL ENGINEERING; COASTAL ZONES; OFFSHORE OIL WELL PRODUCTION; SEDIMENTATION; FLOW OF WATER; MATHEMATICAL MODELS; MORPHOLOGY; OCEAN CURRENTS; TIDES;

'CURRENT; BED-LEVEL; COASTAL FLOW; FIELD DATA; LABORATORY DATUM; LEVEL CHANGE; MORPHODYNAMIC MODELLING; NEAR-SHORE ZONES; OFFSHORES; TIDAL FLOW;

SEDIMENT TRANSPORT;

BED LEVEL; COHESIVE SEDIMENTS; SCALING FACTORS;

COASTAL ZONES; FLOW OF WATER; MATHEMATICAL MODELS; MORPHOLOGY; OCEAN CURRENTS; SEDIMENT TRANSPORT; TIDES;

COASTAL MORPHOLOGY; FLOW MODELING; LABORATORY METHOD; MORPHODYNAMICS; OCEAN WAVE; RIVER FLOW; SEDIMENT TRANSPORT; TIDAL CURRENT;

ASIA; CHINA; EURASIA; FAR EAST; YANGTZE ESTUARY;

EID: 34347225616     PISSN: 07339429     EISSN: 19437900     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(2007)133:7(776)     Document Type: Article

References (39)

1. Dou, X., and Li, T. (2004). “Silt prediction of one-stage deep water channel project in the Yangtze Estuary.” Proc., 9th Int. Symp. on River Sedimentation, Yichang, China, 1997-2002.
2. Dou, X., Li, T., and Dou, G. (1999). “Numerical model of total sediment transport in the Yangtze Estuary.” China Ocean Eng., 13(3), 277-286.
3. Galappatti, R. (1983). “A depth-integrated model for suspended transport.” Rep. No. 83-7, Delft Univ. of Technology, Delft, The Netherlands.
4. Holthuijsen, L. H., Booij, N., and Herbers, T. H. C. (1989). “A prediction model for stationary, short-crested waves in shallow water with ambient currents.” Coastal Eng., 13, 23-54.
5. Holthuijsen, L. H., Booij, N., and Ris, R. C. (1993). “A spectral wave model for the coastal zone.” Proc., 2nd Int. Symp. on Ocean Wave Measurement and Analysis, New Orleans, 630-641.
6. Lesser, G., Roelvink, J. A., Van Kester, J. A. T. M., and Stelling, G. S. (2004). “Development and validation of a three-dimensional morphological model.” Coastal Eng., 51, 883-915.
7. Li, J., He, Q., Xiang, W., Wan, X., and Shen, H. (2001). “Fluid mud transportation at water edge in the Chiangjiang Estuary.” Sci. China, Ser. B: Chem., 44, 47-56.
8. Li, J., He, Q., Zhang, L., and Shen, H. (2000). “Sediment deposition and resuspension in mouth bar area of the Yangtze Estuary.” China Ocean Eng., 14(3), 339-348.
9. Nielsen, P. (1988). “Three simple models of wave sediment transport.” Coastal Eng., 10, 43-62.
10. Nielsen, P. (1992). Coastal bottom boundary layers and sediment transport, World Scientific, Singapore.
11. Nielsen, P., and Callaghan, D. P. (2003). “Shear stress and sediment transport calculations for sheet flow under waves.” Coastal Eng., 47, 347-354.
12. Richardson, E. V. (1988). “Highways in the river environment.” Rep., Federal Highway Administration, U.S. Dept. of Transportation, Ft. Collins, Colo.
13. Roelvink, J. A., Van der Kaaij, T., Ruessink, B. G. (2001). “Calibration and verification of large-scale 2D/3D flow models. Phase 1, Parcel 2, Subproduct 2.” ONL FLYLAND Rep., Delft Hydraulics, Delft, The Netherlands.
14. Sánchez-Arcilla, A., Roelvink, J. A., O'Connor, B. A., Reniers, A., and Jimenez, J. A. (1995). “The delta flume experiment.” Proc., Coastal Dynamics, Barcelona, Spain, 488-502.
15. Shi, Z. (2004). “Behaviour of fine suspended sediment at the North Passage of the Chiangjiang Estuary, China.” J. Hydrol., 293, 180-190.
16. Shi, Z., and Zhou, H. J. (2004). “Controls on effective settling velocities of mud flocs in the Changjiang Estuary China.” Hydrolog. Process., 18, 2877-2892.
17. Stelling, G. S., and Van Kester, J. A. T. M. (1994). “On the approximation of horizontal gradients in sigma coordinates for bathymetry with steep bottom slopes.” Int. J. Numer. Methods Fluids, 18, 915-955.
18. Sutherland, J., Peet, A. H., and Soulsby, R. L. (2004). “Evaluating the performance of morphodynamic modelling.” Coastal Eng., 51, 917-939.
19. Sutherland, J., and Soulsby, R. L. (2003). “Use of model performance statistics in modelling coastal morphodynamics.” Proc., Int. Conf. on Coastal Sediments (CD-ROM), World Scientific, Corpus Christi, Tex.
20. Sutherland, J., Walstra, D. J. R., Chesher, T. J., Van Rijn, L. C., and Southgate, H. N. (2004). “Evaluation of coastal area modelling systems at an estuary mouth.” Coastal Eng., 51, 119-142.
21. Svasek, J. N. (1964). “Behaviour of trial dredge trench in the sea bed of the North Sea near Scheveningen.” Rep., Deltadienst, The Haque, The Netherlands (in Dutch).
22. Tonnon, P. K., van Rijn, L. C., and Walstra, D. J. R. (2007). “The modelling of tidal sand ridges on the shoreface.” Coastal Eng. 54, 279-296.
23. Van der Werf, J. J. (2006). “Sand transport over rippled beds in oscillatory flow.” Doctoral thesis, Dept. of Civil Engineering, Univ. of Twente, Enschede, The Netherlands.
24. van Dijk, T. A. G. P., and Kleinhans, M. G. (2005). “Processes controlling the dynamics of compound sand waves in the North Sea, The Netherlands.” J. Geophys. Res., 110(4), F04S10.
25. van Rijn, L. C. (1986). “Mathematical modeling of suspended sediment transport in nonuniform flows.” J. Hydraul. Eng., 112(6), 433-455.
26. van Rijn, L. C. (1987). “Mathematical modeling of morphological processes in the case of suspended sediment transport.” Thesis, Civil Engineering Dept., Delft Univ. of Technology, Delft, The Netherlands.
27. van Rijn, L. C. (1997). “Sediment transport and budget of the central coastal zone of Holland.” Coastal Eng., 32, 61-90.
28. van Rijn, L. C. (2005). Principles of sedimentation and erosion engineering in rivers, estuaries, and coastal seas, Aqua Publications, Blokzijl, The Netherlands.
29. van Rijn, L. C., and Havinga, F. (1995). “Transport on fine sands by currents and waves. Part 2.” J. Waterway, Port, Coastal, Ocean Eng., 121(2), 123-133.
30. van Rijn, L. C., Ruessink, G., and Grasmeijer, B. T. (1999). “Generation and migration of nearshore bars under non- to macrotidal conditions.” Proc., Coastal Sediments, ASCE, Reston, Va., 463-478.
31. van Rijn, L. C., Soulsby, R. L., Hoekstra, P., and Davies, A. G. (2005). Sand transport and morphology of offshore sand mining pits, Aqua Publications, Blokzijl, The Netherlands.
32. van Rijn, L. C., Walstra, D. J. R., Grasmeijer, B., Sutherland, J., Pan, S., and Sierra, J. P. (2003). “The predictability of cross-shore bed evolution of sandy beaches at the time scale of storms and seasons using process-based profile models.” Coastal Eng., 47, 295-327.
33. van Rijn, L. C., Walstra, D. J. R., and Van Ormondt, M. (2004). “Description of TRANSPOR 2004 (TR2004) and implementation in DELFT3D-online.” Rep. Z3748, Delft Hydraulics, Delft, The Netherlands.
34. Van Woudenberg, C. C. (1996). “Artificial sand ridge at location Hoek van Holland.” Rep. NZ-96.03, Noordzee, The Hague, The Netherlands (in Dutch).
35. Walstra, D. J. R., et al. (1997). “Large-scale and long-term effects of Maasvlakte-2 and related sand mining alternatives: Morphological effects on Dutch Coast of Zeeuws-Vlaanderen to Den Helder over a period of 300 years.” Alkyon Rep., Delft Hydraulics, Delft, The Netherlands (in Dutch).
36. Walstra, D. J. R., Roelvink, J. A., and Groeneweg, J. (2000). “Calculation of wave-driven currents in a 3D mean flow model.” Proc., 27th Int. Conf. on Coastal Engineering, Sydney, Australia, 1050-1063.
37. Walstra, D. J. R., van Rijn, L. C., Boers, M., and Roelvink, D. (2003). “Offshore sand pits: Verification and application of a hydrodynamic and morphodynamic model.” Proc., Coastal Sediments (CD-ROM).
38. Walstra, D. J. R., van Rijn, L. C., and Klein, A. (2004). “Validation of a new transport formula (TRANSPOR2004) in a three-dimensional morphological model.” Proc., 29th Int. Conf. on Coastal Engineering, Lisbon, Portugal, 2703-2715.
39. Wang, S. S. Y., and Wu, W. (2005). “Computational simulation of river sedimentation and morphology: A review of the state of the art.” Int. J. Sediment Res., 20(1), 7-29.