TY - GEN
T1 - On the flushing effect and the likelihood of the environment friendly vertical breakwater consist of immersed water channel and water chamber as a wave energy extraction measure
AU - Cho, Yong Jun
AU - Kim, Min Kyun
AU - Kim, Min Soo
AU - Sim, Sung Geol
PY - 2007
Y1 - 2007
N2 - We numerically analyze the flushing effects and the likelihood of a vertical breakwater consist of immersed water channel and water chamber, originally proposed by Nakamura (1999, 2003, 2005) for the alleviation of reflected waves, as a wave energy extraction measure. As a wave driver, we use the Nervier-Stokes equations and mass balance equation, and the numerical integration of which is carried out based on the smooth particle hydrodynamics with a Gaussian Kernel function. As a water level in front of curtain wall, where an anti-node of standing wave due to partial reflection is located, approaches its lowest level, a unidirectional flow in the water chamber formed by a preceding wave starts to move offshore. Once it exits water chamber, this energetic flow feeds necessary energy into the vortex in front of the water chamber to sustain long enough until next wave comes. Considering the facts that an intensity of the flow absorbed through the immersed water channel is strongly proportional with an extent and strength of the vortex formed on offshore side of front curtain wall and a curved path line of sucked water particles, we can deduce that aforementioned vortex is responsible for the flushing effects of the vertical breakwater consist of immersed water channel and water chamber. It is also shown that net flux through the immersed water channel increases as the mass inflow into a water chamber is getting larger (T=1.4sec, Le =6cm), which also confirm our conclusion.
AB - We numerically analyze the flushing effects and the likelihood of a vertical breakwater consist of immersed water channel and water chamber, originally proposed by Nakamura (1999, 2003, 2005) for the alleviation of reflected waves, as a wave energy extraction measure. As a wave driver, we use the Nervier-Stokes equations and mass balance equation, and the numerical integration of which is carried out based on the smooth particle hydrodynamics with a Gaussian Kernel function. As a water level in front of curtain wall, where an anti-node of standing wave due to partial reflection is located, approaches its lowest level, a unidirectional flow in the water chamber formed by a preceding wave starts to move offshore. Once it exits water chamber, this energetic flow feeds necessary energy into the vortex in front of the water chamber to sustain long enough until next wave comes. Considering the facts that an intensity of the flow absorbed through the immersed water channel is strongly proportional with an extent and strength of the vortex formed on offshore side of front curtain wall and a curved path line of sucked water particles, we can deduce that aforementioned vortex is responsible for the flushing effects of the vertical breakwater consist of immersed water channel and water chamber. It is also shown that net flux through the immersed water channel increases as the mass inflow into a water chamber is getting larger (T=1.4sec, Le =6cm), which also confirm our conclusion.
KW - Flushing effect of vertical breakwater with a water chamber and a immersed water channel
KW - Power generator using wave energy
KW - Smooth particle hydrodynamics (SPH)
KW - Sponge layer
UR - http://www.scopus.com/inward/record.url?scp=36448984884&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:36448984884
SN - 1880653680
SN - 9781880653685
T3 - Proceedings of the International Offshore and Polar Engineering Conference
SP - 2621
EP - 2632
BT - Proceedings of The Seventeenth 2007 International Offshore and Polar Engineering Conference, ISOPE 2007
T2 - 17th 2007 International Offshore and Polar Engineering Conference, ISOPE 2007
Y2 - 1 July 2007 through 6 July 2007
ER -