Wave reflection from partially perforated-wall caisson breakwater

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 …

Reflection of irregular waves from perforated-wall caisson breakwaters

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 …

Separation of incident and reflected waves in wave–current flumes

KD Suh, WS Park, BS Park - Coastal Engineering, 2001 - Elsevier
A technique is developed to separate the incident and reflected waves propagating on a
known current in a laboratory wave–current flume by analyzing wave records measured at …

Calculation of irregular wave reflection from perforated-wall caisson breakwaters using a regular wave model

KD Suh, SY Son, JI Lee, TH Lee - Coastal Engineering 2002 …, 2003 - World Scientific
In this paper, we examine several methods for calculating the reflection of irregular waves
from a perforated-wall caisson breakwater using a regular wave model. The first method is …

Scattering of irregular waves by vertical cylinders

WS Park, BH Kim, KD Suh, KS Lee - Coastal Engineering Journal, 2000 - Taylor & Francis
An analytical model has been developed that can predict the scattering of irregular waves
normally incident upon an array of vertical cylinders. To examine the predictability of the …

Water surface resonance in the L-shaped channel of seawater exchange breakwater

C Lee - Ocean engineering, 2003 - Elsevier
The resonance period of the L-shaped channel in the caisson is predicted analytically for the
seawater exchange breakwater of “Applicability Study of the Seawater Exchange …

[PDF][PDF] Laboratory investigations on wave run-up and transmission over breakwaters covered by antifer units

A Najafi-Jilani, M Monshizadeh - Scientia Iranica, 2010 - scientiairanica.sharif.edu
The e ect of a placement pattern of antifer units on the wave run-up and transmission was
investigated in more than 380 laboratory tests. The main variables in the experiments were …

Evaluation of the Hydraulic Performance of a Rear-Parapet Vertical Breakwater under Regular Waves through Hydraulic Experiments

BW Lee, WS Park - Water, 2020 - mdpi.com
Climate change has resulted in increased intensity and frequency of typhoons and storm
surges. Accordingly, attention has been paid to securing the breakwater's stability to protect …

A general purpose numerical tool for determining wave control capability of perforated coastal structures

I Chun, Y Min, D Ha, K Park - Journal of Coastal Research, 2013 - meridian.allenpress.com
ABSTRACT Chun, I., Min, Y., Ha, D. and Park, K., 2013. A General Purpose Numerical Tool
for Determining Wave Control Capability of Perforated Coastal Structures Perforated …

Sensitivity analysis and experimental validation of plunger-type wavemakers modelled with a steady flow

SR Lowell - 2021 - repository.library.carleton.ca
The inclusion of a steady flow in a water channel is critical for recreating scaled ocean
environments in a laboratory. In this thesis, the effect of flow on the theoretical model and …