Development and validation of a quasi-three-dimensional coastal area morphological model

Journal of Waterway, Port, Coastal and Ocean Engineering

Volumn 132, Issue 6, 2006, Pages 462-476

  Ding, Yan ^a   Wang, Sam Y ^b   Jia, Yafei ^b  

^a The University of Mississippi   (United States)

^b UNIVERSITY OF MISSISSIPPI   (United States)

Author keywords

Coastal morphology; Coastal processes; Nearshore circulation; Numerical models; Three dimensional models; Wave diffraction

Indexed keywords

BREAKWATERS; COASTAL ZONES; COMPUTER SIMULATION; MATHEMATICAL MODELS; OCEAN CURRENTS; SEDIMENT TRANSPORT; WATER WAVE EFFECTS;

COASTAL MORPHOLOGY; COASTAL PROCESS; NEARSHORE CIRCULATION; WAVE DEFORMATIONS;

COASTAL ENGINEERING;

BREAKWATERS; COASTAL ENGINEERING; COASTAL ZONES; COMPUTER SIMULATION; MATHEMATICAL MODELS; OCEAN CURRENTS; SEDIMENT TRANSPORT; WATER WAVE EFFECTS;

COASTAL MORPHOLOGY; COASTAL SEDIMENT; COASTAL STRUCTURE; COMPUTER SIMULATION; NEARSHORE DYNAMICS; SEDIMENT TRANSPORT; SURF ZONE; THREE-DIMENSIONAL MODELING; WAVE DIFFRACTION; WAVE FIELD;

EID: 33750138239     PISSN: 0733950X     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-950X(2006)132:6(462)     Document Type: Article

References (33)

1. Booji, N., Holthuijsen, L. H., Doorn, N., and Kieftenburg, A. T. M. M. (1997). "Diffraction in a spectral wave model." Proc., 3rd Int. Symp. Ocean Wave Measurement and Analysis WAVES 97, ASCE, New York, 243-255.
2. Bouws, E., Gunther, H., Rosenthal, W., and Vincent, C. L. (1985). "Similarity of the wind wave spectrum in finite depth water, 1-Spectral form." J. Geophys. Res. JGREA 20148-0227, 90(C1), 975-986.
3. De Vriend, H. J., Zyserman, J., Nicholson, J., Roelvink, J. A., Pechon, P., and Southgate, H. N. (1993). "Medium-term 2DH coastal area modeling." Coastal Eng. COENDE 0378-3839, 21(1-3), 193-224.
4. Ding, Y., and Wang, S. S. Y. (2005). "Tests of capability and reliability of a model simulating coastal processes." EWRI 2005 - Impacts of Global Climate Change, Proc., 2005 World Water and Environmental Resources Congress, R. Walton, ed., ASCE, Anchorage, Alaska.
5. Ding, Y., Wang, S. S. Y., and Jia, Y. (2003). "Numerical studies on simulations of waves and nearshore currents in non-orthogonal mesh system." Proc., Int. Conf. on Estuaries and Coasts, Zhejiang Institute of Hydraulics and Estuary, Hanzhou, China, 719-726.
6. Goda, Y. (1998). "An overview of coastal engineering with emphasis on random wave approach." Coastal Eng. COENDE 0378-3839, 40(1), 1-21.
7. Hamilton, D. G., and Ebersole, B. A. (2001). "Establishing uniform longshore currents in a large-scale sediment transport facility." Coastal Eng. COENDE 0378-383910.1016/S0378-3839(00)00059-4, 42(3), 199-218.
8. Holthuijsen, L. H., Herman, A., and Booji, N. (2003). "Phase-decoupled refraction-diffraction for spectral wave models." Coastal Eng. COENDE0378-3839, 49(4), 291-305.
9. Jia, Y., and Wang, S. S. Y. (1999). "Numerical model for channel flow and morphological change studies." J. Hydraul. Res. JHYRAF 0022-1686, 125(9), 924-933.
10. Jia, Y., Wang, S. S. Y., and Xu, Y. C. (2002). "Validation and application of a 2D model to channel with complex geometry." Int. J. Comput. Eng. Sci. ZZZZZZ 1465-8763, 3(1), 57-71.
11. Kaihatu, J. M., Shi, F., Kirby, J. T., and Svendsen, I. A. (2002). "Incorporation of random wave effects into a quasi-3D nearshore circulation model." Coastal Engineering 2002, Proc., 28th Int. Conf. on Coastal Engineering, J. M. Smith, ed., Cardiff, Wales, U.K., 747-759.
12. Larson, M., and Kraus, N. C. (1991). "Numerical model of longshore current for bar and trough beaches." J. Waterway, Port, Coastal, Ocean Eng. JWPED 50733-950X, ASCE, 117(4), 326-347.
13. Lesser, G. R., Roelvinka, J. A., van Kester, J. A. T. M., and Stelling, G. S. (2004). "Development and validation of a three-dimensional morphological model." Coastal Eng. COENDE 0378-3839, 51(8-9), 883-915.
14. Liu, P. L.-F., and Losada, I. J. (2002). "Wave propagation modeling in coastal engineering." J. Hydraul. Res. JHYRAF 0022-1686, 40(3), 229-240.
15. Longuet-Higgins, M. S. (1970). "Longshore currents generated by obliquely incident wave." J. Geophys. Res. JGREA 20148-0227, 75(33), 6778-6789.
16. Mase, H. (2001). "Multidirectional random wave transformation model based on energy balance equation." Coastal Eng. COENDE 0378-3839, 43(4), 317-337.
17. Mimura, N., Shimizu, T., and Horikawa, K. (1983). "Laboratory study on the influence of detached breakwater on coastal change." Coastal Structure '83, Proc. Specialty Conf. on Design, Construction, Maintenance and Performance of Coastal Structures, J. R. Weggel, ed., ASCE, Arlington, Va., 740-752.
18. Mitsuyasu, H. (1970). "On the growth of spectrum of wind-generated waves (2) - spectral shapes of wind waves at finite fetch." Proc., 17th Japanese Conf. on Coastal Engineering, 1-8 http://cive.gifu-u.ac.jp/ ∼kobat/kaiko/kaiko17/k17001.html (Nov. 9, 2005) (in Japanese).
19. Mitsuyasu, H., Suhaya, T., Mizuno, S., Ohkuso, M., Honda, T., and Rikiishi, K. (1975). "Observations of the directional spectrum of ocean waves using a cloverleaf buoy." J. Phys. Oceanogr. JPYOBT 1520-0485, 5, 750-760.
20. Panchang, V. G., Briggs, M. J., and Pearce, B. R. (1990). "Numerical simulation of irregular wave propagation over shoal." J. Waterway, Port, Coastal, Ocean Eng. JWPED 50733-950X, ASCE, 116(3), 324-340.
21. Putrevu, U., and Svendsen, I. A. (1999). "Three-dimensional dispersion of momentum in wave-induced nearshore currents." Eur. J. Mech. B/Fluids EJBFEV 0997-7546, 18(3), 409-427.
22. Reniers, A. J. H. M., Roelvink, J. A., and Thornton, E. B. (2004). "Morphodynamic modeling of an embayed beach under wave group forcing." J. Geophys. Res. JGREA 20148-0227, 109, C01030.
23. Resio, D. T. (1989). "A steady-state wave model for coastal applications." Coastal Engineering 1988, Proc., 21st Int. Conf. Coastal Engineering, B. L. Edge, ed., ASCE, New York, 929-940.
24. Shimizu, T., Kumagai, T., and Watanabe, A. (1997), "Improved 3-D beach evolution model coupled with the shoreline model (3D-SHORE)." Coastal Engineering 1996, Proc., 25th Conf. on Coastal Engineering, B. L. Edge, ed., ASCE, Orlando, Fla., 2843-2856.
25. Svendsen, I. A. (1984). "Mass flux and undertow in a surf zone." Coastal Eng. COENDE 0378-3839, 8(4), 347-365.
26. Svendsen, I. A., Haas, K., and Zhao, Q. (2003a). "Quasi-3D nearshore circulation model SHORECIRC - Version 2.0." Technical Rep. Prepared for Center for Applied Coastal Research, Univ. of Delaware, Newark, Del.
27. Svendsen, I. A., Qin, W., and Ebersole, B. A. (2003b). "Modelling waves and currents at the LSTF and other laboratory facilities." Coastal Eng. COENDE0378-3839, 50(1-2), 19-45.
28. Takayama, T., Ikeda, N., and Hiraishi, T. (1991). "Practical computation method of directional random wave transformation." Report of the Port and Harbour Research Institute, Vol. 30, No. 1, Japan Ministry of Transport, Nagase, Yokosuka, Japan, 22-67 (in Japanese).
29. Tanaka, H., and Thu, A. (1994). "Full-range equation of friction coefficient and phrase difference in a wave-current boundary layer." Coastal Eng. COENDE 0378-3839, 22(3-4), 237-254.
30. Thornton, E. B., and Guza, R. T. (1983). "Transformation of wave height distribution." J. Geophys. Res. JGREA 20148-0227, 88(C10), 5925-5938.
31. Vincent, C. L., and Briggs, M. J. (1989). "Refraction-difraction of irregular waves over a mound." J. Waterway, Port, Coastal, Ocean Eng. JWPED 50733-950X, 115(2), 269-284.
32. Watanabe, A., Maruyama, K., Shimuzi, T., and Sakakiyama, T. (1986). "Numerical prediction model of three-dimensional beach deformation around a structure." Coast. Eng. Japan CENJA 80578-5634, 29, 179-194.
33. Zyserman, J. A., and Johnson, H. K. (2002). "Modelling morphological processes in the vicinity of shore-parallel breakwaters." Coastal Eng. COENDE 0378-3839, 45(3), 261-284.