Wave transformation on the foreshore of coastal structures

Coastal Engineering 2000 - Proceedings of the 27th International Conference on Coastal Engineering, ICCE 2000

Volumn 276, Issue , 2000, Pages 2178-2191

  Muttray, M ^a   Oumeraci, H ^a  

^a TECHNICAL UNIVERSITY OF BRAUNSCHWEIG   (Germany)

Author keywords

[No Author keywords available]

Indexed keywords

BEFORE AND AFTER; COASTAL STRUCTURES; FRICTIONAL LOSS; IRREGULAR WAVES; WAVE FLUMES; WAVE HEIGHT PREDICTION; WAVE SHOALING; WAVE TRANSFORMATIONS; WAVEBREAKING;

COASTAL ENGINEERING; OCEANOGRAPHY;

WAVE TRANSMISSION;

EID: 57449100498     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (8)

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2. Goda, Y. (1985): Random Seas and Design of Maritime Structures. 323 pp.; University of Tokyo Press; Tokyo
3. Iwagaki, Y., Tsuchiya, Y. (1966): Laminar damping of oscillatory waves due to bottom friction. Proceedings International Conference Coastal Engineering (ICCE); Vol. 10; pp. 149-174; Tokyo
4. Miche, M. (1944): Mouvements ondulatoires de la mer en profondeur constante ou décroissante. Annales des Ponts et Chaussées; Vol. 114; pp. 25, 131, 270, 369 ff.;
5. Oumeraci, H.; Muttray, M. (1999): Bemessungswellenparameter vor Strukturen mit unterschiedlichen Reflexionseigenschaften - Progress Report; Leichtweiß-Institute; Technical University Braunschweig; OU 1/3-2, pp. 75; Braunschweig.
6. Oumeraci, H; Kortenhaus, A.; Allsop, N.W.H.; De Groot, M.B.; Crouch, R.S.; Vrijling, J.K.; Voortmann, H.G. (2000): Probabilistic design tools for vertical breakwaters. Balkema, Rotterdam, pp. 350 (in preparation)
7. Shuto, N. (1974): Nonlinear long waves in a channel of variable section. Coastal Engineering in Japan; Vol. 17; pp. 1-12; Tokyo, Japan
8. Weggel, J.R. (1972): Maximum breaker height. Journal of Waterways, Harbors and Coastal Engineering Division; Vol. 98; No. WW4; pp. 529-548