Variation Characteristics of Irregular Wave Fields around 2-Dimensional Low-Crested-Breakwater
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Lee, Kwang-Ho
(Dept. of Civil Eng., Catholic Kwandong University)
Choi, Goon Ho (Dept. of Civil and Environmental Eng., Graduate School, Korea Maritime and Ocean University) Lee, Jun Hyeong (Dept. of Civil and Environmental Eng., Graduate School, Korea Maritime and Ocean University) Jung, Uk Jin (Dept. of Civil and Environmental Eng., Graduate School, Korea Maritime and Ocean University) Kim, Do-Sam (Dept. of Civil Eng., Korea Maritime and Ocean University) |
1 | Bae, J.H., Lee, K.H., Jung, U.J. and Kim, D.S. (2018). Numerical simulation of interaction between composite breakwater and seabed under regular wave action by olaFlow model. Journal of Korean Society of Coastal and Ocean Engineers, 30(6), 270-285 (in Korean). DOI |
2 | Billstein, M., Svensson, U. and Johansson, N. (1999). Development and validation of a numerical model of flow through embankment dams-comparisons with experimental data and analytical solutions. Transport in Porous Media, 35(3), 395-406. DOI |
3 | Briganti, R., van der Meer, J.W., Buccino, M. and Calabrese, M. (2003). Wave transmission behind low-crested structures. Coastal Structures, ASCE, 580-592. |
4 | Buccino, M., Vicinanza, D., Caceres, I. and Calabrese, M. (2009). 3D wave field behind impermeable low crested structures. Journal of Coastal Research, 56, 477-481. |
5 | Ghosal, S., Lund, T., Moin, P. and Akselvoll, K. (1995). A dynamic localization model for large-eddy simulation of turbulent flows. J. Fluid Mechanics, 286, 229-255. DOI |
6 | Goda, Y. (1988). Statistical variability of sea state parameters as a function of a wave spectrum. Coastal Engineering in Japan, JSCE, 31(1), 39-52. DOI |
7 | Goda, Y. and Ahrens, J.P. (2009). New formulation of wave transmission over and through low-crested structures. ICCE, ASCE, 3530-3541. |
8 | Goda, Y. and Suzuki, Y. (1976). Estimation of incident and reflected waves in random wave experiments. ICCE, ASCE, 828-845. |
9 | Higuera, P., Liu, P.L.F., Lin, C., Wong, W.Y. and Kao, M.J. (2018). Laboratory-scale swash flows generated by a non-breaking solitary wave on a steep slope. Journal of Fluid Mechanics, 847, 186-227. DOI |
10 | Jensen, B., Jacobsen, N.G. and Christensen, E.D. (2014). Investigations on the porous media equations and resistance coefficients for coastal structures. Coastal Engineering, 84, 56-72. DOI |
11 | Kim, Y.T. and Lee, J.I. (2017). Hydraulic experiments on wave transmission coefficients for rubble mound structure armored with tetrapods. Journal of Korean Society of Coastal and Ocean Engineers, 29(4), 198-205 (in Korean). DOI |
12 | Kissling, K., Springer, J., Jasak, H., Schutz, S., Urban, K. and Piesche, M. (2010). A coupled pressure based solution algorithm based on the volume-of-fluid approach for two or more immiscible fluids. European Conference on Computational Fluid Dynamics, ECCOMAS CFD. |
13 | Lee, D.S., Lee, K.J., Yoon, J.S. and Oh, S.H. (2017a). Prediction of mean water level rise behind low-crested structures and outflow velocity from openings by using a hybrid method based on two dimensional model test and hydrodynamic numerical modeling. Journal of Korean Society of Coastal and Ocean Engineers, 29(6), 410-418 (in Korean). DOI |
14 | Lee, J.H., Bae, J.H., An, S.W., Lee, K.H. and Kim, D.S. (2019a). Variation characteristics of wave field around three-dimensional low-crested structure. Journal of Korean Society of Coastal and Ocean Engineers, 31(3), 180-198 (in Korean). DOI |
15 | Lee, J.H., Jung, U.J., Bae, J.H., Lee, K.H. and Kim, D.S. (2019b). Variation characteristics of wave field around 2-dimensional low-crested structure. Journal of Korean Society of Coastal and Ocean Engineers, 31(5), 294-304 (in Korean). DOI |
16 | Lee, K.H., Lee, J.H., Jeong, I.H. and Kim, D.S. (2018). 3-Dimensional numerical analysis of air flow inside OWC type WEC equipped with channel of seawater exchange and wave characteristics around its structure (in case of irregular waves). Journal of Korean Society of Coastal and Ocean Engineers, 30(6), 253-262 (in Korean). DOI |
17 | Lee, K.H., Bae, J.H., An, S.W., Kim, D.S. and Bae, K.S. (2016). Numerical analysis on wave characteristics around submerged breakwater in wave and current coexisting field by OLAFOAM. Journal of Korean Society of Coastal and Ocean Engineers, 28(6), 332-349 (in Korean). DOI |
18 | Lee, K .H., B ae, J. H ., J ung, U .J., C hoi, G.H. a nd Kim, D.S. (2019c). Numerical simulation of nonlinear interaction between composite breakwater and seabed under irregular wave action by olaFlow model. Journal of Korean Society of Coastal and Ocean Engineers, 31(3), 129-145 (in Korean). DOI |
19 | Lee, K.H., Bae, J.H., Kim, S.G. and Kim, D.S. (2017b). Threedimensional simulation of wave reflection and pressure acting on circular perforated caisson breakwater by OLAFOAM. Journal of Korean Society of Coastal and Ocean Engineers, 29(6), 286-304 (in Korean). DOI |
20 | Liu, P.L.F., Lin, P., Chang, K.A. and Sakakiyama, T. (1999). Numerical modeling of wave interaction with porous structures. Journal of Waterway, Port, Coastal, and Ocean Engineering, ASCE, 125(6), 322-330. DOI |
21 | Madsen, O.S. and White, S.M. (1975). Reflection and transmission characteristics of porous rubble mound breakwaters. Tech. Rept. No. 207, Parsons Lab, Dept of Civil Eng., MIT. |
22 | van der Meer, J.W., Regeling, H.J. and De Waal, J.P. (2000). Wave transmission: spectral changes and its effects on run up and overtopping. ICCE, ASCE, 2156-2168. |
23 | Ranasinghe, R.S., Sato, S. and Tajima, Y. (2009). Modeling of waves and currents around porous submerged breakwaters. Coastal Dynamics, 12. |
24 | Seabrook, S.R. and Hall, K.R. (1998). Wave transmission at submerged rubble mound breakwaters. Coastal Engineering, 26, 2000-2013. |
25 | van der Meer, J.W and Daemen, I.F.R. (1994). Stability and wave transmission at low crested rubble mound structures. Journal of Waterway, Port, Coastal and Ocean Engineering, ASCE, 120(1), 1-19. DOI |
26 | 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 |
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