Breaking criteria for regular waves on gentle slopes

China Ocean Engineering

Volumn 13, Issue 4, 1999, Pages 365-374

  Li, Yucheng ^a   Gui, Lifang ^a   Yu, Yang ^a   Teng, Bing ^a  

^a DALIAN UNIVERSITY OF TECHNOLOGY   (China)

Author keywords

Beach slope; Breaking; Wave

Indexed keywords

EID: 4444262508     PISSN: 08905487     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (11)

1. Cokelet, E. D., 1977. Steep Gravity Wave in Water Arbitrary Uniform Depth, Phil. Trans. Soc., Ser. A, 285, 183-230.
2. Goda, Y., 1970. A Synthesis of Breaking Indices, Trans. of JSCE, 2, 227-229.
3. Goda, Y. and Morinobu, K., 1997. Breaking Wave Height on Horizontal Bed, Combined Australian Coastal Engineering and Ports Conferences, Sydney: Aust. Sco. of Civil Eng., 953-958.
4. Kamphuis, J. W., 1991. Incident Wave Breaking, Coastal Eng., 15, 189-203.
5. LeMehaute, B., 1963. On Non-Saturated Breaks and the Wave Run-up, Proceedings of 8th ICCE, New York: ASME, 77-92.
6. Li, Y. C., Dong, G. H. and Teng, B., 1991. Wave Breaker Indices in Finite Water Depth, China Ocean Eng., 5 (1), 51-64.
7. Li, Y. C. and Teng, B., 1993. The Application of Cokelet's Wave Theory in the Calculations of Wave-Current Field, J. of Hydrodynamics, Ser. B, 5(2), 45-51.
8. Nelson, R. C., 1983. Wave Height in Depth Limited Condition, Civil Eng. Trans. Inst. Eng. Aust., CE27(2), 210-215.
9. Nelson, R. C., 1987. Design Wave Heights on Very Mild Slope - an Experimental Study, Civil Eng. Trans. Inst. Eng. Aust., CE29(3), 157-161.
10. Sallenger, 1989. Nearshore Bars and the Break-Point Hypothesis, Coastal Eng., 12(4) 301-313
11. Schwartze L. W., 1974. Computer Extension and Analytic Continuation of Stokes Expansion for Gravity Wave, JFM, 62, 553-578.