1 |
Maruyama, K. and Kajima, R. (1985). Two dimensional wave calculation method based on unsteady mild-slope equation. Report Electric Central Res. Inst. No.384041 (in Japanese)
|
2 |
Steward, D.R. and Panchang, V.G. (2001). Improved coastal boundary condition for surface water waves. Ocean Eng., 28, 139-157
DOI
ScienceOn
|
3 |
전인식, 최민호, 심재설, 오병철 (2002). 부유식 방파제의 반사-투과 경계조건을 적용한 항만 정온도의 해석. 한국해안.해양공학회지, 14(1), 76-85
|
4 |
Yu, X. (1995). Diffraction of water waves by porous break-waters. Journal of Wtry. Port, Coastal and Ocean Eng., 121(6), 275-282
DOI
ScienceOn
|
5 |
Watanabe, A. and Maruyama, K. (1986). Numerical modeling of nearshore wave field under combined refraction, diffraction and breaking. Coastal Eng., Japan, 29, 19-39
DOI
|
6 |
Madsen, P.A. (1983). Wave reflection from a vertical permeable wave absorber. Coastal Eng., 7, 381-396
DOI
ScienceOn
|
7 |
McIver, P. (1999) Water-wave diffraction by thin porous break-water. Journal of Wtry. Port, Coastal and Ocean Eng., 125(2), 66-71
DOI
ScienceOn
|