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J Korean Soc Coast Ocean Eng > Browse Articles > J Korean Soc Coast Ocean Eng



Estimate of Wave Overtopping Rate on Armoured Slope Structures Using FUNWAVE-TVD Model
Moon Su Kwak
J Korean Soc Coast Ocean Eng. 2024;36(1):11-19.   Published online February 29, 2024
doi: https://doi.org/10.9765/KSCOE.2024.36.1.11
                        
Physical Model Experiment for Estimating Wave Overtopping on a Vertical Seawall under Regular Wave Conditions for On-Site Measurements
Dong-Hoon Yoo, Young-Chan Lee, Do-Sam Kim, Kwang-Ho Lee
J Korean Soc Coast Ocean Eng. 2023;35(4):75-83.   Published online August 31, 2023
doi: https://doi.org/10.9765/KSCOE.2023.35.4.75
                        
Physical Model Tests for Mean Wave Overtopping Discharge of Rubble-mound Structure Covered by Tetrapods: RC/AC = 1 and cota = 1.5 Conditions
Jong-In Lee, Young-Taek Kim
J Korean Soc Coast Ocean Eng. 2023;35(3):49-56.   Published online June 30, 2023
doi: https://doi.org/10.9765/KSCOE.2023.35.3.49
                        
Physical Model Test for Wave Overtopping for Vertical Seawall with Relatively Steep Bottom Slope for the Impulsive Wave Condition
Young-Taek Kim, Jong-In Lee
J Korean Soc Coast Ocean Eng. 2023;35(2):33-40.   Published online April 30, 2023
doi: https://doi.org/10.9765/KSCOE.2023.35.2.33
                           Cited By 2
A Study on the Application of Low Crest Structures to Reduce Wave Overtopping
Kyu-Tae Shim, Kyu-Han Kim, Ki-Seock Cha
J Korean Soc Coast Ocean Eng. 2022;34(6):290-302.   Published online December 27, 2022
doi: https://doi.org/10.9765/KSCOE.2022.34.6.290
                        
Hydraulic and Numerical Tests on Wave Overtopping for Vertical Seawall with Relatively Shallow and Steep Sloped Water Depth
Young-Taek Kim, Hyukjin Choi, Hwangki Lee
J Korean Soc Coast Ocean Eng. 2022;34(6):258-265.   Published online December 27, 2022
doi: https://doi.org/10.9765/KSCOE.2022.34.6.258
                           Cited By 4
Characteristics of Wave Pressures According to the Installation Location of the Caisson Superstructure under Regular Waves
Jae-Hyung Jun, Suk-Chan Lee, Do-Sam Kim, Kwang-Ho Lee
J Korean Soc Coast Ocean Eng. 2022;34(3):82-92.   Published online June 30, 2022
doi: https://doi.org/10.9765/KSCOE.2022.34.3.82
                        
Experimental Study for Downfall Pressure on the Floor behind Rubble-Mound Structure by Wave Overtopping: Non-Breaking Condition
Jong-In Lee, Gang Il Moon, Young Il Kim
J Korean Soc Coast Ocean Eng. 2022;34(2):27-36.   Published online April 28, 2022
doi: https://doi.org/10.9765/KSCOE.2022.34.2.27
                        
Experimental Investigation of Wave Force on the Pavement behind Crown Wall of Rubble Mound Seawall
Haeng Sik Ko, Jooyeon Lee, Se-Chul Jang, Sang-Ho Oh
J Korean Soc Coast Ocean Eng. 2022;34(1):19-25.   Published online February 28, 2022
doi: https://doi.org/10.9765/KSCOE.2022.34.1.19
                           Cited By 1
Estimate of Wave Overtopping Rate on Vertical Wall Using FUNWAVE-TVD Model
Moon Su Kwak, Nobuhisa Kobayashi
J Korean Soc Coast Ocean Eng. 2021;33(6):257-264.   Published online December 31, 2021
doi: https://doi.org/10.9765/KSCOE.2021.33.6.257
                        
Mean Overtopping Discharges and Transmitted Wave Heights for Evaluation of Crest Freeboards of Breakwaters
Cheol-Eung Lee
J Korean Soc Coast Ocean Eng. 2021;33(2):73-79.   Published online April 30, 2021
doi: https://doi.org/10.9765/KSCOE.2021.33.2.73
                        
A Study of Hydraulic Characteristics in Front of the Seawall under the Coexistence of Wave and Wind
Kyu-Tae Shim, Kyu-Han Kim
J Korean Soc Coast Ocean Eng. 2020;32(6):575-586.   Published online December 31, 2020
doi: https://doi.org/10.9765/KSCOE.2020.32.6.575
                           Cited By 3
Experimental Study for Overtopping Discharges of Sea Dike having Low Mound and High Wave Wall (LMHW)
Jae-Sang Jung, Jae-Seon Yoon
J Korean Soc Coast Ocean Eng. 2019;31(6):335-343.   Published online December 31, 2019
doi: https://doi.org/10.9765/KSCOE.2019.31.6.335
                           Cited By 5
Vulnerability Analyses of Wave Overtopping Inundation by Synthesized Typhoons with Sea-Level Rise
HyeonJeong Kim, SeungWon Suh
J Korean Soc Coast Ocean Eng. 2019;31(5):253-264.   Published online October 31, 2019
doi: https://doi.org/10.9765/KSCOE.2019.31.5.253
                           Cited By 1
Numerical Simulation of Overtopping of Cnoidal Waves on a Porous Breakwater Using the Boussinesq Equations: Comparison with Solutions of the Navier-Stokes Equations
Thanh Thu Huynh, Changhoon Lee, Suk Jin Ahn
J Korean Soc Coast Ocean Eng. 2019;31(2):41-49.   Published online April 30, 2019
doi: https://doi.org/10.9765/KSCOE.2019.31.2.41
                           Cited By 1
Behavior of a Moveable Barrier on Revetment for Mitigation of Disaster by Wave Overtopping
Jihye Seo, Byung-Wook Lee, Woo-Sun Park, Deokhee Won
J Korean Soc Coast Ocean Eng. 2018;30(1):10-18.   Published online February 28, 2018
doi: https://doi.org/10.9765/KSCOE.2018.30.1.10
                           Cited By 1
Numerical Simulation of Wave Overtopping on a Porous Breakwater Using Boussinesq Equations
Thanh Thu Huynh, Changhoon Lee, Suk Jin Ahn
J Korean Soc Coast Ocean Eng. 2017;29(6):326-334.   Published online December 31, 2017
doi: https://doi.org/10.9765/KSCOE.2017.29.6.326
                           Cited By 5
Three-dimensional Simulation of Wave Reflection and Pressure Acting on Circular Perforated Caisson Breakwater by OLAFOAM
Kwang-Ho Lee, Ju-Hyun Bae, Sang-Gi Kim, Do-Sam Kim
J Korean Soc Coast Ocean Eng. 2017;29(6):286-304.   Published online December 31, 2017
doi: https://doi.org/10.9765/KSCOE.2017.29.6.286
                           Cited By 9
Analysis of the Effect of Reducing Wave Overtopping by Wave Return Walls
Sang-Ho Oh
J Korean Soc Coast Ocean Eng. 2016;28(1):1-6.   Published online February 29, 2016
doi: https://doi.org/10.9765/KSCOE.2016.28.1.1
                           Cited By 7
Wave Overtopping Formula for Impulsive and Non-Impulsive Wave Conditions against Vertical Wall
J Korean Soc Coast Ocean Eng. 2015;27(3):175-181.   Published online June 30, 2015
doi: https://doi.org/10.9765/KSCOE.2015.27.3.175
                           Cited By 2
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