고파랑이 내습하는 방조제 피복석의 안정성 평가 -새만금방조제를 중심으로-
Stability Evaluation of Armor Stones in the Seadike of Incoming High Waves - Focused on Saemangeum Seadike -
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This study is on the stability re-evaluation of armor stones in saemangum seadike according to recently increased sea-level and frequent high waveincoming and the results are in the following. The field inspection of armor stones in the seadike revealed that damages of armor stones have been causedby higher waves than designed waves and that the reconstruction of armor stones and concrete grouting method have been used as the reinforcementwork. The result of numerical simulation of wave channel conducted to estimate the safety weight of armor stones influenced by flows revealed that thesafety weight of armor stones in the seadike No.4 was estimated as 5.47 tons by using the Isbash method, which is about 122 % more than 4.49 tonsestimated by using Van der Meer method. Therefore, in designing armor stones which can be influenced by high waves such as the case of Saemangumseadike, it is necessary to apply the safety weight method of armor stones, based on the Isbash method, which produced the significant figures among thesafety weight methods using flows as well as the safety weight method using high waves based on the Hudson method.
Abstract
This study is on the stability re-evaluation of armor stones in saemangum seadike according to recently increased sea-level and frequent high waveincoming and the results are in the following. The field inspection of armor stones in the seadike revealed that damages of armor stones have been causedby higher waves than designed waves and that the reconstruction of armor stones and concrete grouting method have been used as the reinforcementwork. The result of numerical simulation of wave channel conducted to estimate the safety weight of armor stones influenced by flows revealed that thesafety weight of armor stones in the seadike No.4 was estimated as 5.47 tons by using the Isbash method, which is about 122 % more than 4.49 tonsestimated by using Van der Meer method. Therefore, in designing armor stones which can be influenced by high waves such as the case of Saemangumseadike, it is necessary to apply the safety weight method of armor stones, based on the Isbash method, which produced the significant figures among thesafety weight methods using flows as well as the safety weight method using high waves based on the Hudson method.
참고문헌 (18)
- Baek, seung cheol, "Korean geo-environmental society", Study on movement features of seaside armor stones according to wave in saemangum sea dike, pp.12~17 (2011)
- Coastal Engineering Research Center(CERC), "Shore Pretection Manual, Department of Army Corps of Engineers", ~ (1984)
- 고남영, "방조제 해측피복석의 마모특성분석-새만금방조제를 중심으로-", 한국농공학회논문집, 57(5), pp.19~27 (2015), 한국농공학회
- Hirt, C. W, "Volume of Fluid(VOF) Method for the Dynamics of Free Boundaries", Journal of Computational Physics, 39, pp.201~ (1991)
- Hudson. R. Y, "Laboratory investigation of rubble-mound breakwater", Proc. ASCE, 85(3), pp.93~121 (1959)
- Construction of Dams by Dumping Stones into Flowing Water, "Isbash, S", U.S. Army Engineering District, U.S. Army Corps of Engineers, Eastport, Maine, ~ (1935)
- Komen, G.J, "Dynamics and Modelling of Ocean Wave" (1994), Cambridge University
- Deep waters design wave estimation report II, "Korea ocean research & development institude (KORDI)", ~ (2005)
- Report of Tideland reclamation, "Korea rural community corporation(KRC)", 3~10 (2009)
- Study of abrasion proection of seaside armor stones of saemangeum seadike, "Korea rural community corporation(KRC)", ~ (2011)
- Study of saemangeum no. 1, 4 seadike bottom protection reinforcement construction test, "Korea rural community corporation(KRC)", ~ (2015)
- Ministry of oceans and fisheries, "Harbor and fishing port design criteria", ~ (2005)
- Research and development of numerical wave channel, "Numerical wave channel committee", ~ (2003)
- 손재권, "새만금방조제 해측피복석의 변형유형에 따른 마모원인분석", 한국농공학회논문집, 55(6), pp.187~196 (2013), 한국농공학회
- The SWAN team, "SWAN Cycle III version 40.91A. Technical documentation", Delft University of Technology, ~ (2013)
- US Army Corps of Engineers, "Coastal Engineering Manual", ~ (2003)
- Van der Meer J. W, "Stability of breakwater amour layer-Design formulae", Coastal Engineering, 11, pp.219~239 (1987)
- Wesseling, P, "An introduction to multigrid methods" (1992), John Wiley and Sons
