Journal of Coastal Disaster Prevention

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Volume 3(1); Jan 2016

Hydraulic Characteristics of Horizontal Sea Water Exchange Block: Sun-Sin Kim, Yong-Keun Choi, Youngmin Oh; J Coast Disaster Prev. 2016;3(1):1-6. Published online January 30, 2016; DOI: https://doi.org/10.20481/kscdp.2016.3.1; PDF

Comparison of Gev and Weibull Distributions in the Extreme Analysis of Wave Height: Insik Chun, Beongchul Oh, Youngmin Oh; J Coast Disaster Prev. 2016;3(1):7-13. Published online January 30, 2016; DOI: https://doi.org/10.20481/kscdp.2016.3.7; PDF

Development of New Coastal Erosion Management Method using Wave Direction Control System(1); New CeM: Tendency of Coastal Erosion and Measures, and Suggestion of New CeM: Yoon-Koo Kang, Chang-Bae Hong; J Coast Disaster Prev. 2016;3(1):14-35. Published online January 30, 2016; DOI: https://doi.org/10.20481/kscdp.2016.3.14; PDF

Statistical Analysis on the Wind and Wave Monitoring Data: Hong-Yeon Cho, Gi-Seop Lee; J Coast Disaster Prev. 2016;3(1):36-41. Published online January 30, 2016; DOI: https://doi.org/10.20481/kscdp.2016.3.36; PDF

[기술기사] 고강도 섬유돌망태의 해안침식대책 적용(Ⅰ): 돌망태공법의 특징 및 고강도 섬유돌망태 개발: 이재국;신관용;정종일; J Coast Disaster Prev. 2016;3(1):45-49. Published online January 30, 2016; PDF

Journal of
Coastal Disaster
Prevention

Print ISSN: 2288-7903
Online ISSN: 2288-8020

MOST VIEWED MOST CITED

1,698	Hidden Markov Model(HMM)-Based Fishing Activity Prediction Using V-Pass Data
1,382	On Applicability of LS-DYNA for Collision Analysis of Drifting Objects
1,273	A Study on the Shoreline Movement of Won-pyeong Beach using ShorelineS Model
1,505	A study on risk assessment of complex disasters in Busan coast
1,530	Development of Active Wave-induced Overtopping Control System [AWOC] using a Self-adaptive Floating Structure

Cited By 4	Development of Physics-Based Morphology Model with an Emphasis on the Interaction of Incoming Waves with Transient Bed Profile due to Scouring and Accretion using Dynamic Mesh
Cited By 3	Evaluation of the Tidal-flat Ecosystem Restoration Effect on the Construction of Hwangdo Bridge in Taean
Cited By 3	Numerical Analysis of Modified Bed-profiles due to the Presence of a Rubble Mound Breakwater using Physics-Based Morphology Model[SeoulFoam]
Cited By 3	Analysis of Allowable Berthing Velocity by Ship Size considering Designed Energy
Cited By 2	On the Effects of Non-Gaussian Wave-Slope Distribution on the Failure Probability of an Armour block of Rubble Mound Breakwater

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