1 |
Allsop, N.W. (1983). Low-crest breakwaters, studies in random waves. Proceedings of Coastal Structures '83, ASCE. 99-107.
|
2 |
D'Angremond, K., Van der Meer, J.W. and De Jong, R.J. (1996). Wave transmission at low-crested structures. Proceedings of the 25th Coastal Engineering Conference. Vol 2. ASCE, Reston, VA, 2418-2427.
|
3 |
Goda, Y. (1969). Re-analysis of laboratory data on wave transmission over breakwaters. Report of the Port and Harbor Research Institute, 8(3).
|
4 |
Goda, Y., Takeda, H. and Moriya, Y. (1967). Laboratory investigation on wave trans- mission over breakwaters, Report of the Port and Harbor Research Institute, No. 13.
|
5 |
Goda, Y. and Suzuki, Y. (1976). Estimation of Incident and Reflected Waves in Random Wave Experiments, Proceedings of 15th Coastal Engineering Conference, Chapter 48, 828-845.
|
6 |
Goda, Y. (1985). Random seas and design of maritime structures. World Scientific Publishing.
|
7 |
Hamer, D.G. and Hamer, F.C. (1982). Laboratory experiments on wave transmission by overtopping. Coastal Engineering, 6, 209-215.
DOI
|
8 |
Heijn, K.M. (1997). Wave transmission at vertical breakwaters. Master's thesis, Delft University of Technology, Netherlands.
|
9 |
Kim, Y.T. and Lee, J.I. (2015). Hydraulic experiments on transmission coefficients for vertical structure under intermediate water depth condition. Journal of Korean Society of Coastal and Ocean Engineers, 27(5), 345-352 (in Korean).
DOI
|
10 |
Kramer, M., Zanuttigh, B., van der Meer, J.W., Vidal, C. and Gironella, F.X. (2005). Laboratory experiments on low-crested breakwaters. Coastal Engineering, 52, 867-885.
DOI
|
11 |
Melito, I. and Melby, F.A. (2002). Wave runup, transmission, and reflection for structures armored with CORE-LOC. Coastal Engineering, 45, 33-52.
DOI
|
12 |
Ministry of Oceans and Fisheries (MOF) (2014). Design standard for harbor and fishery port (in Korean).
|
13 |
Powell, K.A. and Allsop, N.W.H. (1985). Low-crest breakwaters, hydraulic performance and stability. Report SR 57 of HR Walllingford.
|
14 |
Van der Meer, J.W. (1990a). Low-crested and reef breakwaters. Delft hydraulics, report H 986, Delft Hydraulics, The Netherlands.
|
15 |
Seelig, W.N. (1980). Two-dimensional tests of wave transmission and reflection charateristics of laboratory breakwaters. US Army Corps of Engineers Technical Report No. 80-1.
|
16 |
Takahashi, S. (2002). Design of vertical breakwaters. Report of the Port and Harbor Research Institute, No. 34.
|
17 |
US Army Corps of Engineers (USACE) (2006). Coastal Engineering Manual.
|
18 |
Van der Meer, J.W. (1990b). Data on wave transmission due to overtopping. Delft hydraulics report H 986, Delft Hydraulics, The Netherlands.
|
19 |
Van der Meer, J.W. and D'Angremond, K. (1991). Wave transmission at low crested structures. Proceedings of the Coastal Structures and Breakwaters Conference, ICE, London, 25-41.
|
20 |
Van der Meer, J.W. and Daemen, I.F.R. (1994). Stability and wave transmisison at low-crested rubble-mound structures. Journal of Waterways, Port, Coastal and Ocean Engineering, 120(1), 1-19.
DOI
|
21 |
Van der Meer, J.W., Briganti, R., Zanuttigh, B. and Wang, B. (2005). Wave transmission and reflection at low-crested structures: Design formulae, oblique wave attack and spectral change. Coastal Engineering, 52, 915-929.
DOI
|
22 |
Wang, B., Otta, A.K. and Chadwick, A.J. (2007). Transmission of obliquely incident waves at low-crested breakwaters: Theoretical interpretations of experimental observations. Coastal Engineering, 54(4), 333-344.
DOI
|