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Featured researches published by Richard Mercier.


ASME 2013 32nd International Conference on Ocean, Offshore and Arctic Engineering | 2013

Relation Between Flow Velocity and Impact Pressure in a Green Water Flow

Kusalika Ariyarathne; Kuang-An Chang; Richard Mercier

Impact pressure due to plunging breaking waves impinging on a simplified model structure was investigated in the laboratory based on two breaking wave conditions: the wall impingement wave condition and the deck impingement wave condition. Pressure, void fraction, and velocities were measured at various locations on the deck surface. Impact pressure was correlated with the mean kinetic energy calculated based on the measured mean velocities and void fraction to obtain the impact coefficient. For the wall impingement wave condition, the relationship between impact pressure and mean kinetic energy is linear with the impact coefficient close to unity. For the deck impingement wave condition, the above relationship does not show good correlation, whereas the impact coefficient was found to be a function of the rate of pressure rise.© 2013 ASME


ASME 2011 30th International Conference on Ocean, Offshore and Arctic Engineering | 2011

Velocity, Pressure, and Dam-Break Similarity of Green Water Flow on a 3D Structure

Kuang-An Chang; Kusalika Ariyarathne; Richard Mercier

Flow dynamics of green water due to plunging breaking waves interacting with a simplified, three-dimensional model structure was investigated in laboratory. Two breaking wave conditions were tested: one with waves impinging and breaking on the vertical wall of the model at the still water level (referred as wall impingement) and the other with waves impinging and breaking on the horizontal deck surface (referred as deck impingement). The bubble image velocimetry (BIV) technique was used to measure the flow velocity. Measurements were taken on a vertical plane located at the center of the deck surface and a horizontal plane located slightly above the deck surface. The applicability of dam-break theory on green water velocity prediction for the three-dimensional model was also investigated. Furthermore, pressure measurements were performed at several locations above the horizontal deck surface for the wall impingement wave condition. Predictions of maximum impact pressure based on the measured pressure and flow velocities were investigated using the impact coefficient approach that links pressure with kinetic energy.Copyright


Experiments in Fluids | 2007

Runup and green water velocities due to breaking wave impinging and overtopping

Yonguk Ryu; Kuang-An Chang; Richard Mercier


Applied Ocean Research | 2007

Application of dam-break flow to green water prediction

Yonguk Ryu; Kuang-An Chang; Richard Mercier


Experiments in Fluids | 2012

Green water impact pressure on a three-dimensional model structure

Kusalika Ariyarathne; Kuang-An Chang; Richard Mercier


Experiments in Fluids | 2011

Three-dimensional green water velocity on a model structure

Kuang-An Chang; Kusalika Ariyarathne; Richard Mercier


Ocean Engineering | 2016

Optimized design of statically equivalent mooring systems

Ivan Felix-Gonzalez; Richard Mercier


Experiments in Fluids | 2015

Green water velocity due to breaking wave impingement on a tension leg platform

Wei‑Liang Chuang; Kuang-An Chang; Richard Mercier


Ocean Engineering | 2015

Surface velocity and impact pressure of green water flow on a fixed model structure in a large wave basin

Youn Kyung Song; Kuang-An Chang; Kusalika Ariyarathne; Richard Mercier


Experiments in Fluids | 2017

Impact pressure and void fraction due to plunging breaking wave impact on a 2D TLP structure

Wei-Liang Chuang; Kuang-An Chang; Richard Mercier

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