TY - GEN
T1 - Numerical simulation of wave run-ups due to nonlinear interaction between stokes waves and offshore wind turbines
AU - Lin, Yu Hsien
AU - Chen, Jing Fu
AU - Lu, Po Ying
N1 - Funding Information:
The authors would like to express their thanks to the National Science Council for a grant under Contract No. MOST 104-2221-E-006-190. The partial support coming from the International Wave Dynamics Research Center (IWDRC), National Cheng Kung University, for a grant under Contract No. MOST 104-2911-I-006-301 is very appreciated.
Publisher Copyright:
Copyright © 2016 by ASME.
Copyright:
Copyright 2016 Elsevier B.V., All rights reserved.
PY - 2016
Y1 - 2016
N2 - This paper conducts a RANS solver with k-ϵ turbulent closure to simulate hydrodynamics of wave run-ups of three types of wind turbine foundations, including monopile, gravitybased and tripod support structures. In this study, a semiempirical formula is developed and calibrated based on velocity stagnation head theory by means of a CFD model, FLUENT. The numerical results are validated by the experimental data, which were implemented in the Large Wave Flume (GWK) of the Coastal Research Centre (FZK) in Hannover and published by Mo et al. (2007) [1]. It is indicated that the difference of normalized run-up envelopes among these wind turbine foundations is smaller for higher wave steepness than those for lower wave steepness. It is also obvious that the tendency of maximum run-up heights is considerably correlated with higher nonlinearity, whereas an opposite trend is obtained for minimum run-up envelops. Eventually, a calibrated run-up parameter is obtained by the present numerical simulation and found that the value becomes smaller with respect to higher nonlinearity and run-up heights.
AB - This paper conducts a RANS solver with k-ϵ turbulent closure to simulate hydrodynamics of wave run-ups of three types of wind turbine foundations, including monopile, gravitybased and tripod support structures. In this study, a semiempirical formula is developed and calibrated based on velocity stagnation head theory by means of a CFD model, FLUENT. The numerical results are validated by the experimental data, which were implemented in the Large Wave Flume (GWK) of the Coastal Research Centre (FZK) in Hannover and published by Mo et al. (2007) [1]. It is indicated that the difference of normalized run-up envelopes among these wind turbine foundations is smaller for higher wave steepness than those for lower wave steepness. It is also obvious that the tendency of maximum run-up heights is considerably correlated with higher nonlinearity, whereas an opposite trend is obtained for minimum run-up envelops. Eventually, a calibrated run-up parameter is obtained by the present numerical simulation and found that the value becomes smaller with respect to higher nonlinearity and run-up heights.
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U2 - 10.1115/OMAE2016-54013
DO - 10.1115/OMAE2016-54013
M3 - Conference contribution
AN - SCOPUS:84996522040
T3 - Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE
BT - Ocean Engineering
PB - American Society of Mechanical Engineers (ASME)
T2 - ASME 2016 35th International Conference on Ocean, Offshore and Arctic Engineering, OMAE 2016
Y2 - 19 June 2016 through 24 June 2016
ER -