1 |
Shore Protection Manual (SPM) (1984). US Army Coastal Engineering Research Center, Vicksburg, Mississippi, USA.
|
2 |
TAW (2002). Technical Report Wave Run-up and Wave Overtopping at Dikes, Technical Advisory Committee on Flood Defence, Delft, 2002.
|
3 |
Chorin, A.J. (1978). "Vortex Sheet Approx. of Boundary Layers", J. Compt. Phys., Vol 27, pp 428-442.
DOI
ScienceOn
|
4 |
Department of Land and Natural Resources (2005). Kuhio Beach Improvements –- Facts on Beach History and Engineering Design.
|
5 |
Ebersole, B.A. and Dalrymple, R.A. (1980). Numerical modeling of nearshore circulation, Proceedings of the 7th Coastal Engineering, 2710-2725.
|
6 |
EurOtop (2007). European Manual for the Assessment of Wave Overtopping, Eds. Pullen, T., Allsop, N.W.H., Bruce, T., Kortenhaus, A., Schu''ttrumpf, H. & van der Meer, J.W. www.overtopping-manual.com.
|
7 |
Geeraerts, De Rouck, Beels, Gysens, De Wolf (2006). Reduction of wave overtopping at seadikes: Stilling Wave Basin. Proc. Int. Conf. Coastal Engineering, 2006. San Diego, USA, pp 4680-4691.
|
8 |
Kabiling, M.B. and Sato, S. (1993). "Two-Dimensional Nonlinear Dispersive Wave-Current and Three-Dimensional Beach Deformation Model", Coastal Engrg. in Japan, Vol 36, pp 196-212.
|
9 |
Kikkawa, H., Shi-Igai, H. and Kono, T. (1968). "Fundamental Study of Wave Over-Topping on Levees", Coastal Engineering in Japan, Vol 11.
|
10 |
Kofoed, J.P. (2002). Wave overtopping of Marine Structures – Utilization of Wave Energy, Aalborg University.
|
11 |
Lee, J.L. and Lee, D.Y. (2001). An Operational Prediction System for Cohesive Sediment Transport in the West and South Coast of Korea, J. Coastal Research, SI().
|
12 |
Lee, J.L. and Park, C.S. (2001). "Development of Weakly Nonlinear Wave Model and its Numerical Simulation", J. the Korean Society of Coastal and Ocean Engineers, Vol 12, No 4, pp 181-189.
과학기술학회마을
|
13 |
CEM (2003). EM1110 Coastal Engineering Manual, US Army Corps of Engineers.
|
14 |
Owen, M.W. (1980). Design of seawalls allowing for wave overtopping, HR-Wallingford, UK, Technical Report EX-924.
|
15 |
Owen, M.W. (1982). "The Hydraulic Design of Seawall Profiles", Proc. Conf. on Shoreline Protection, ICE, London, UK, pp 185-192.
|
16 |
곽문수, 이홍규, 박성윤, 편종근 (2006). "시간의존 완경사 방정식을 이용한 월파량 산정 방법", 한국해안.해양공학회, 제18권, 제4호, pp 372-382.
|
17 |
이정렬, 김인호 (2004). "항만의 해수교환 능력의 평가 지표", 한국해양공학회지, 제18권, 제6호, pp 22-28.
|
18 |
Bradbury, A.P. and Allsop, W. (1988). Hydraulic effects of breakwater crown halls, In Proc. of Conf. on Design of Breakwaters, Institution of Civil Engineers, London, UK, pp 385-396.
|