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Table of Contents | , 2013  Vol. 25  No.2 Previous Issue | Next Issue | Archive
In this issue:

Articles
41 Characteristics of Mass Transport Depending on the Feature of Tidal Creek at Han River Estuary, Gyeong-gi Bay, South Korea
J Korean Soc Coast Ocean Eng. 2013;25(2):41-51.   Published online April 30, 2013
doi: https://doi.org/10.9765/KSCOE.2013.25.2.41
                           Cited By 1
52 Development of Stochastic Markov Process Model for Maintenance of Armor Units of Rubble-Mound Breakwaters
J Korean Soc Coast Ocean Eng. 2013;25(2):52-62.   Published online April 30, 2013
doi: https://doi.org/10.9765/KSCOE.2013.25.2.52
                           Cited By 3
63 Numerical Hydrodynamic Modeling Incorporating the Flow through Permeable Sea-Wall
J Korean Soc Coast Ocean Eng. 2013;25(2):63-75.   Published online April 30, 2013
doi: https://doi.org/10.9765/KSCOE.2013.25.2.63
                        
76 Numerical Modeling of Sediment Transport during the 2011 Summer Flood in the Youngsan River Estuary, Korea
J Korean Soc Coast Ocean Eng. 2013;25(2):76-93.   Published online April 30, 2013
doi: https://doi.org/10.9765/KSCOE.2013.25.2.76
                           Cited By 6
94 Numerical Modeling on the Change in Discharge Performance of the Sluice for Tidal Power Plant According to the Apron Shape
J Korean Soc Coast Ocean Eng. 2013;25(2):94-102.   Published online April 30, 2013
doi: https://doi.org/10.9765/KSCOE.2013.25.2.94
                        
103 Spatial and Temporal Variability of Residual Current and Salinity according to Freshwater Discharge in Yeoungsan River Estuary
J Korean Soc Coast Ocean Eng. 2013;25(2):103-111.   Published online April 30, 2013
doi: https://doi.org/10.9765/KSCOE.2013.25.2.103
                           Cited By 7
112 Estimation of Ultimate Bearing Capacity of Gravel Compaction Piles Using Nonlinear Regression Analysis
J Korean Soc Coast Ocean Eng. 2013;25(2):112-121.   Published online April 30, 2013
doi: https://doi.org/10.9765/KSCOE.2013.25.2.112
                           Cited By 1
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