Multiple-pit breakwaters

Journal of Waterway, Port, Coastal and Ocean Engineering

Volumn 122, Issue 1, 1996, Pages 27-33

  McDougal, William G ^a   Williams, A Neil ^b   Furukawa, Keizo ^c  

^a Oregon State University   (United States)

^b UNIVERSITY OF HOUSTON   (United States)

^c TAISEI CORPORATION   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 0002098973     PISSN: 0733950X     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-950X(1996)122:1(27)     Document Type: Article

References (7)

1. Furukawa, K. (1991). "Wave diffraction due to trenches and rubble," MSc thesis, Dept. of Civ. Engrg., Oregon State University, Corvallis, Oreg.
2. Kirby, J. T., and Dalrymple, R. A. (1983). "Propagation of obliquely incident water waves over a trench." J. Fluid Mech., 133, 47-63.
3. Lee, J. J. (1971). "Wave-induced oscillations in harbours of arbitrary geometry." J. Fluid Mech., 45, 375-394.
4. Lee, J. J., and Ayer, R. M. (1981). "Wave propagation over a rectangular trench." J. Fluid Mech., 110, 335-347.
5. Stoker, J. J. (1957). Water waves: The mathematical theory with applications. Wiley-Interscience, New York, N.Y.
6. Williams, A. N. (1990). "Diffraction of long waves by a rectangular pit." J. Wtrwy., Port. Coast., and Oc. Engrg., ASCE, 116, 459-469.
7. Williams, A. N., and Vazquez, J. H. (1991). "Wave interaction with a rectangular pit." J. Offshore Mech. and Arctic Engrg., 113, 193-198.