Energy balance model for breaking solitary wave runup

Journal of Waterway, Port, Coastal and Ocean Engineering

Volumn 129, Issue 2, 2003, Pages 47-59

  Li, Ying ^a   Raichlen, Fredric ^b  

^a ORACLE CORPORATION   (United States)

^b California Institute of Technology   (United States)

Author keywords

Breaking waves; Energy dissipation; Solitary waves; Wave runup

Indexed keywords

COASTAL ENGINEERING; HYDROLOGY; JETS; NUMERICAL METHODS;

SOLITARY WAVES;

ENERGY CONSERVATION;

ENERGY DISSIPATION; SOLITARY WAVE; WAVE BREAKING; WAVE RUNUP;

BREAKING WAVE; ENERGY BALANCE; ENERGY DISSIPATION; SOLITARY WAVE; WAVE RUNUP;

EID: 0037342778     PISSN: 0733950X     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-950X(2003)129:2(47)     Document Type: Article

References (22)

1. Battjes, J. A. (1974). "Surf similarity." Proc., l4th Conf. on Coastal Engineering, Vol. 1. ASCE, New York, 466-480.
2. Goring, D. G. (1978). "Tsunami: The propagation of long waves onto a shelf." Rep. No. KH-R-38. W. M. Keck Laboratory of Hydraulics and Water Resources, California Institute of Technology, Pasadena, Calif.
3. Grilli, S. T., and Svendsen, I. A. (1989). "Computation of non-linear wave kinematics during propagation and runup on a shelf." Proc., NATO Advanced Research Workshop on Water Wave Kinematics, North Atlantic Treaty Organization, Brussels, Belgium, 387-413.
4. Hall, J. V., and Watts, J. W. (1953). "Laboratory investigation of the vertical rise of solitary waves on impermeable slopes." Technical Memorandum No. 33, Beach Erosion Board, U.S. Waterways Experiment Station, U.S. Army Corps of Engineers, Vicksburg, Miss.
5. Iribarren, C. R., and Nogales, C. (1949). "Protection des ports." XVIIth Int. Navigation Congress, Section II, Communication, 31-80.
6. Keulegan, G. H. (1948). "Gradual damping of solitary waves." J. Res. Natl. Bur. Stand., 40, 487-501.
7. Kobayashi, N., and Karjadi, E. A. (1994). "Surf-similarity parameter for breaking solitary-wave runup." J. Waterw., Port, Coastal, Ocean Eng., 120(6), 645-650.
8. Li, Y., (2000). "Tsunamis: Non-breaking and breaking solitary wave runup." Rep. No. KH-R-60, W. M. Keck Laboratory of Hydraulics and Water Resources, California Institute of Technology, Pasadena, Calif.
9. Li, Y., and Raichlen, F. (2001). "Solitary wave runup on plane slopes." J. Waterw., Port. Coastal, Ocean Eng., 127(l), 33-44.
10. Li, Y., and Raichlen, F. (2002). "Non-breaking and breaking solitary wave runup." J. Fluid Mech., 456, 295-318.
11. Milne-Thomson, L. M. (1968). Theoretical hydrodynamics, Macmillan, New York.
12. Naheer, E. (1978). "The damping of solitary waves." International Journal of Hydraulic Research, 16. 235-249.
13. Saito, A., Hamada. M.. Kosuge. S.. Emoto, K., Kitahara, M., and Kemuyama, M. (1984). "A report on the 1983 Nihonkai-Chubu earthquake." Rep., Tokai Univ., Shizuoka, Japan.
14. Shuto, N. (1985). "The Nihonkai-Chubu earthquake tsunami in the north Akita coast." Coast. Eng. Japan, 28, 255-264.
15. Shuto, N. (1997). "A natural warning of tsunami arrival." Perspectives on tsunami hazard reduction, G. Hebenstreit, ed., Kluwer, Dordrecht, The Netherlands, 157-173.
16. Skjelbreia, J. E. (1987). "Observation of breaking waves on sloping bottoms by use of laser Doppler velocimetry." Rep. No. KH-R-48, W. M. Keck Laboratory of Hydraulics and Water Resources, California Institute of Technology, Pasadena, Calif.
17. Synolakis, C. E. (1986). "The runup of long waves." PhD thesis, California Institute of Technology, Pasadena, Calif.
18. Synolakis, C. E. (1987). "The runup of solitary waves." J. Fluid Mech., 185, 523-545.
19. Tadepalli, S., and Synolakis, C. E. (1996). "Model for the leading waves of tsunamis." Phys. Rev. Lett., 77, 2141-2145.
20. Yeh, H. H. (1991). "Tsunami bore runup." Tsunami hazards, E. Bernard, ed., Kluwer Academic, Boston, 209-220.
21. Zelt, J. A. (1991). "The runup of non-breaking and breaking solitary waves." Coastal Eng., 15(3), 205-246.
22. Zelt, J. A., and Raichlen, F. (1991). "Overland flow from solitary waves." J. Waterw, Port, Coastal, Ocean Eng., 117(3),