KD Suh, C Lee, WS Park - Coastal Engineering, 1997 - Elsevier
Two time-dependent equations for wave propagation on rapidly varying topography are developed using different theoretical approaches and are shown to be identical. The …
KD Suh, JK Park, WS Park - Ocean Engineering, 2006 - Elsevier
In 1995, Suh and Park developed a numerical model that computes the reflection of regular waves from a fully perforated-wall caisson breakwater. This paper describes how to apply …
Permeable breakwaters have always been of interest due to their advantages over the traditional types. This study proposed a stochastic multi-criteria decision-making model to …
Effective design of ports, harbours, and marinas is a major challenge due to the utilization of available space, material involvement, and capital investment. One of the major aspects of …
KD Suh, JC Choi, BH Kim, WS Park, KS Lee - Coastal Engineering, 2001 - Elsevier
An analytical model has been developed that predicts the reflection of irregular waves normally incident upon a perforated-wall caisson breakwater. To examine the predictability …
S Koley - Engineering Analysis with Boundary Elements, 2019 - Elsevier
In the present study, normal incident wave scattering by a surface-piercing multilayered porous trapezoidal breakwater is analyzed under the assumption of linearized water wave …
C Faraci, P Scandura, E Foti - Journal of Waterway, Port, Coastal …, 2015 - ascelibrary.org
This paper presents the results from several experiments aimed at determining the effectiveness of combined caissons with an internal rubble mound to dissipate incident sea …
SK Dash, S Koley, S Paul, R Dey - Engineering Reports, 2024 - Wiley Online Library
In this present work, the performance of a two‐layered thick porous breakwater of trapezoidal structure is investigated under the action of irregular waves. To investigate the …
The present study deals with the trapping of oblique wave by porous barrier located near a rigid wall in the presence of a step type bottom bed. The solution of the physical problem is …