Numerical simulation of long-period waves and ship motions in Tomakomai port, Japan

Coastal Engineering Journal

Volumn 48, Issue 1, 2006, Pages 59-79

  Van Der Molen, Wim ^a   Monárdez, Patricio ^b,c   Van Dongeren, Ap ^d  

^a DELFT UNIVERSITY OF TECHNOLOGY   (Netherlands)

^b UNESCO IHE INSTITUTE FOR WATER EDUCATION   (Netherlands)

^c Baird and Associates   (Chile)

^d DELFT UNIVERSITY OF TECHNOLOGY   (Netherlands)

Author keywords

Long period waves; Moored ships; Numerical methods; Strip theory

Indexed keywords

CATCHMENTS; COMPUTER SIMULATION; NATURAL FREQUENCIES; NUMERICAL ANALYSIS; PORTS AND HARBORS;

LONG-PERIOD WAVES; MOORED SHIPS; STRIP THEORY;

WATER WAVES;

EID: 33644782995     PISSN: 21664250     EISSN: 17936292     Source Type: Journal    
DOI: 10.1142/S0578563406001301     Document Type: Article

References (32)

1. Baquerizo, A. & Losada, M. A. [1999] "Wave height to depth ratio in front of coastal structures," in Proc. Int. Conf. on Coastal Structures (Santander, Spain), Vol. 1, pp. 23-28.
2. Biésel, F. [1952] "Équations générales au second ordre de la houle irrégulière," La Houille Blanche 7, 371-376.
3. Bingham, H. B. [2000] "A hybrid Boussinesq-panel method for predicting the motion of a moored ship," Coastal Engineering 40(1), 21-38.
4. Booij, N., Ris, R. C. & Holthuijsen, L. H. [1999] "A third-generation wave model for coastal regions. Part I, model description and validation," J. Geophys. Res. 104(04), 7649-7666.
5. Bowers, E. C. [1977] "Harbour resonance due to set-down beneath wave groups," J. Fluid Mech. 79(1), 71-92.
6. Defant, A. [1961] Physical Oceanography, Vol. II (Pargamon, New York, USA).
7. Dingemans, M. J. F., Petit, H. A. H., Meijer, T. J. G. P. & Kostense, J. K. [1991] "Numerical evaluation of the third-order evolution equations for weakly nonlinear water waves propagating over uneven bottoms," in Computer Modelling in Ocean Engineering 91 (Barcelona, Spain), pp. 361-370.
8. Haskind, M. [1957] "The exciting forces and wetting of ships in waves (in Russian)," Izvestia Akademii Nauk SSSR, Otdelenie Tskhnicheshikh Nauk 7, 65-79.
9. Hiraishi, T., Atsumi, Y., Kunita, A., Sekiguchi, S. & Kawaguchi, T. [1997] "Observations of long period wave and ship motion in tomakomai-port," in Proc. 7th ISOPE Conf. (Honolulu, USA), Vol. III, pp. 546-551.
10. Journée, J. M. J. & Adegeest, L. J. M. [2003] "Theoretical manual of strip theory program 'SEAWAY for Windows' " (Report No. 1370), Delft, The Netherlands: Delft University of Technology.
11. Longuet-Higgins, M. S. & Stewart, R. W. [1962] "Radiation stress and mass transport in gravity waves, with aplication to 'surf beats'," J. Fluid Mech. 13, 481-504.
12. Longuet-Higgins, M. S. &: Stewart, R. W. [1964] "Radiation stresses in water waves; a physical discussion with applications," Deap-Sea Res. 11, 529-562.
13. Monárdez, P. [2004] Numerical Modelling of Long Waves in Harbours. MSc thesis, Unesco-IHE Institute for Water Education, Delft, The Netherlands.
14. Munk, W. H. [1949] "Surf beats," Eos Trans. AGU 30(6), 849-854.
15. Mynett, A. E., Keuning, P. J. & Vis, F. C. [1985] "The dynamic behaviour of moored vessels inside a harbour configuration," in Int. Conf. on Numerical and Hydraulic Modelling of Ports and Harbours (Birmingham, UK), pp. 211-220.
16. OCIMF [1997] Mooring Equipment Guidelines, (2nd edition) (Oil Companies International Marine Forum, Witherby, London, UK).
17. Ohyama, T. & Tsuchida, M. [1997] "Expanded mild-slope equations for the analysis of wave-induced ship motion in a harbor," Coastal Engineering 30, 77-103.
18. Pinkster, J. A. [1995] "Hydrodynamic interaction effects in waves," in Proc. 5th ISOPE Conf. (The Hague, The Netherlands), Vol. III, pp. 414-419.
19. Raichlen, F. [1966] "Harbor resonance," in Estuary and Coastline Hydrodynamics, ed. Ippen, A. T. (McGraw-Hill, New York, USA), pp. 281-340.
20. Reniers, A. J. H. M., Roelvink, J. A. & Van Dongeren, A. R. [2000] "Morphodynamic response to wave group forcing," in Proc. 27th ICCE (Sydney, Australia), pp. 3218-3228.
21. Reniers, A. J. H. M., Roelvink, J. A. & Thornton, E. B. [2004] "Morphodynamic modeling of an embayed beach under wave group forcing," J. Geophys. Res. 109, C01030.
22. Rodi, W. [1980] "Turbulence models and their application in hydraulics," Delft, The Netherlands: Int. Ass. for Hydraulic Res.
23. Sand, S. E. [1982] "Long waves in directional seas," Coastal Engineering 6, 195-208.
24. Sasa, K. [2002] A Study on Prediction of Ship Operation Using Numerical Simulations and Observed Oceanographic Database Under Swells and Long Period Waves in Harbour Facing to Open Seas, PhD thesis, Kobe University of Mercantile Marine, Kobe, Japan.
25. Shiraishi, S., Kubo, M., Sakakibara, S. & Sasa, K. [1999] "A study on numerical simulation methods to reproduce long-period ship motions," in Proc. 9th ISOPE Conf. (Brest, France), Vol. 3, pp. 536-543.
26. Tucker, M. J. [1950] "Surfbeats: sea waves of 1 to 5 minutes' perod," Proc. R. Soc Lond. A 202, 565-573.
27. Van der Molen, W., Weiler, O. M. & Ligteringen, H. [2003] "Long-period wave forces on a moored ship in a harbour using a strip theory approach," in Proc. 2nd Int. Conf. on Port and Maritime R&D and Technology (Singapore), Vol. 1, pp. 113-120.
28. Van Dongeren, A. R., Reniers, A. J. H. M., Battjes, J. A. & Svendsen, I. A. [2003] "Numerical modeling of infragravity waves response during DELILAH," J. Geophys. Res. 108(09), 3288.
29. Van Gelder, P. H. A. J. M. & Vrijling, J. K. [1999] "On the distribution function of the maximum wave height in front of reflecting structures," in Proc. Int. Conf. on Coastal Structures (Santander, Spain), Vol. 1, pp. 37-46.
30. Van Giffen, I. K., Battjes, J. A., Van Dongeren, A. R. & Moes, J. [2003] "Simulation of long waves in Saldanha Bay," in Long Wave Symposium (Tessaloniki, Greece), pp. 113-122.
31. WL|Delft Hydraulics [2003] "Delft3D-Flow simulation of multi-dimensional hydrodynamic flows and transport phenomena, including sediments," (User manual), Delft, The Netherlands: WL|Delft Hydraulics.
32. Wu, J. K. & Liu, P. L. F. [1990] "Harbour exitations by incident wave groups," J. Fluid Mech., 217, 595-613.