TY - GEN
T1 - Development of a boussinesq-rans vof hybrid wave model
AU - Sitanggang, Khairil I.
AU - Lynett, Patrick J.
AU - Liu, Philip L.F.
PY - 2007
Y1 - 2007
N2 - Efficient and accurate large scale numerical modeling of wave propagation from deep water to the shoreline is difficult. The difficulty arises from the fact that such a simulation requires a large number of computational grid points and has to account for both the nonbreaking and breaking wave processes. In this study, two widely used wave models: the inviscid Boussinesq-equation-type- and the RANS-based- wave models are two-way-coupled to create a hybrid-wave model that can perform accurate and efficient large scale, nonbreaking and breaking, wave simulation.
AB - Efficient and accurate large scale numerical modeling of wave propagation from deep water to the shoreline is difficult. The difficulty arises from the fact that such a simulation requires a large number of computational grid points and has to account for both the nonbreaking and breaking wave processes. In this study, two widely used wave models: the inviscid Boussinesq-equation-type- and the RANS-based- wave models are two-way-coupled to create a hybrid-wave model that can perform accurate and efficient large scale, nonbreaking and breaking, wave simulation.
UR - http://www.scopus.com/inward/record.url?scp=84873052850&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=84873052850&partnerID=8YFLogxK
U2 - 10.1142/9789812709554_0003
DO - 10.1142/9789812709554_0003
M3 - Conference contribution
AN - SCOPUS:84873052850
SN - 9789812706362
T3 - Proceedings of the Coastal Engineering Conference
SP - 24
EP - 35
BT - Proceedings of the 30th International Conference on Coastal Engineering 2006, ICCE 2006
PB - American Society of Civil Engineers (ASCE)
T2 - 30th International Conference on Coastal Engineering, ICCE 2006
Y2 - 3 September 2006 through 8 September 2006
ER -