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NTIS 바로가기韓國海岸海洋工學會誌 = Journal of Korean society of coastal and ocean engineers, v.18 no.2, 2006년, pp.147 - 153
안태준 (한양대학교 토목공학과) , 김영택 (한국건설기술연구원 수자원연구부) , 박승현 (한양대학교 토목공학과) , 조용식 (한양대학교 토목공학과)
In this study, the run-up of water waves on slopes of s-berm breakwaters was investigated by performing a series of hydraulic experiments. The run-up height was analyzed in detail by using the effects of wave steepness and surf similarity parameter. In general, the run-up heights were decreased as t...
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Battjes, J.A. (1974). Surf similarity. Proc. 14th Coast. Engrg. Conf., 1, ASCE, Reston, VA, 466-480
Bruinn, P. and Johannesson, P. (1976). Parameters affecting stability of rubble mound breakwaters. Journal of water way, Coastal and Ocean Engineering, ASCE, 103, 141-163
CIRIA/CUR SP 81. (1991) Manual on the use of rock in coastal and shoreline engineering, 2, 235-300
Goda, Y. (2000) Random Seas and Design of Marine Structures. University of Tokyo
Ivano, M. and Jeffrey, A.M. (2002). Wave runup, transmission, and reflection for structures armored with CORE-LOC. Journal of Coastal Engineering, 45, 33-52
Hall, J.V. and Watts, J.W. (1953). Laboratory investigation of the vertical rise of solitary waves on impermeable slopes. Technical Memorandum 33, Beach Erosion Board, US Army of Corps of Engineers, USA
Priest, M.S. and Pugh, J.W. (1964). Seaward profile for rubble mound breakwaters. Proc. 9th Coast. Engrg. Conf., ASCE, 553-559
Rao, S. and Pramod, C. and Rao, B. (2004). Stability of berm breakwaters with reduced armor stone weight. Ocean Engineering, 31, 1577-1589
Van der Meer (1988). Journal of waterway, port, coastal and ocean engineering, 114(1), 66-80
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