
Validation of RANS modelling for wave interactions with sea dikes on shallow foreshores using a large-scale experimental dataset
- Author
- Vincent Gruwez (UGent) , Corrado Altomare (UGent) , Tomohiro Suzuki, Maximilian Streicher (UGent) , Lorenzo Cappietti, Andreas Kortenhaus (UGent) and Peter Troch (UGent)
- Organization
- Abstract
- In this paper, a Reynolds-averaged Navier–Stokes (RANS) equations solver, interFoam of OpenFOAM®, is validated for wave interactions with a dike, including a promenade and vertical wall, on a shallow foreshore. Such a coastal defence system is comprised of both an impermeable dike and a beach in front of it, forming the shallow foreshore depth at the dike toe. This case necessitates the simulation of several processes simultaneously: wave propagation, wave breaking over the beach slope, and wave interactions with the sea dike, consisting of wave overtopping, bore interactions on the promenade, and bore impacts on the dike-mounted vertical wall at the end of the promenade (storm wall or building). The validation is done using rare large-scale experimental data. Model performance and pattern statistics are employed to quantify the ability of the numerical model to reproduce the experimental data. In the evaluation method, a repeated test is used to estimate the experimental uncertainty. The solver interFoam is shown to generally have a very good model performance rating. A detailed analysis of the complex processes preceding the impacts on the vertical wall proves that a correct reproduction of the horizontal impact force and pressures is highly dependent on the accuracy of reproducing the bore interactions.
- Keywords
- validation, wave modelling, shallow foreshore, dike-mounted vertical wall, wave impact loads, OpenFOAM, SST TURBULENCE MODEL, MODIFIED K-OMEGA, BREAKING WAVES, VERTICAL WALL, SIMULATION, GENERATION, PERFORMANCE, PREDICTION, EVOLUTION, FORCES
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Citation
Please use this url to cite or link to this publication: http://hdl.handle.net/1854/LU-8672564
- MLA
- Gruwez, Vincent, et al. “Validation of RANS Modelling for Wave Interactions with Sea Dikes on Shallow Foreshores Using a Large-Scale Experimental Dataset.” JOURNAL OF MARINE SCIENCE AND ENGINEERING, vol. 8, no. 9, 2020, doi:10.3390/jmse8090650.
- APA
- Gruwez, V., Altomare, C., Suzuki, T., Streicher, M., Cappietti, L., Kortenhaus, A., & Troch, P. (2020). Validation of RANS modelling for wave interactions with sea dikes on shallow foreshores using a large-scale experimental dataset. JOURNAL OF MARINE SCIENCE AND ENGINEERING, 8(9). https://doi.org/10.3390/jmse8090650
- Chicago author-date
- Gruwez, Vincent, Corrado Altomare, Tomohiro Suzuki, Maximilian Streicher, Lorenzo Cappietti, Andreas Kortenhaus, and Peter Troch. 2020. “Validation of RANS Modelling for Wave Interactions with Sea Dikes on Shallow Foreshores Using a Large-Scale Experimental Dataset.” JOURNAL OF MARINE SCIENCE AND ENGINEERING 8 (9). https://doi.org/10.3390/jmse8090650.
- Chicago author-date (all authors)
- Gruwez, Vincent, Corrado Altomare, Tomohiro Suzuki, Maximilian Streicher, Lorenzo Cappietti, Andreas Kortenhaus, and Peter Troch. 2020. “Validation of RANS Modelling for Wave Interactions with Sea Dikes on Shallow Foreshores Using a Large-Scale Experimental Dataset.” JOURNAL OF MARINE SCIENCE AND ENGINEERING 8 (9). doi:10.3390/jmse8090650.
- Vancouver
- 1.Gruwez V, Altomare C, Suzuki T, Streicher M, Cappietti L, Kortenhaus A, et al. Validation of RANS modelling for wave interactions with sea dikes on shallow foreshores using a large-scale experimental dataset. JOURNAL OF MARINE SCIENCE AND ENGINEERING. 2020;8(9).
- IEEE
- [1]V. Gruwez et al., “Validation of RANS modelling for wave interactions with sea dikes on shallow foreshores using a large-scale experimental dataset,” JOURNAL OF MARINE SCIENCE AND ENGINEERING, vol. 8, no. 9, 2020.
@article{8672564, abstract = {{In this paper, a Reynolds-averaged Navier–Stokes (RANS) equations solver, interFoam of OpenFOAM®, is validated for wave interactions with a dike, including a promenade and vertical wall, on a shallow foreshore. Such a coastal defence system is comprised of both an impermeable dike and a beach in front of it, forming the shallow foreshore depth at the dike toe. This case necessitates the simulation of several processes simultaneously: wave propagation, wave breaking over the beach slope, and wave interactions with the sea dike, consisting of wave overtopping, bore interactions on the promenade, and bore impacts on the dike-mounted vertical wall at the end of the promenade (storm wall or building). The validation is done using rare large-scale experimental data. Model performance and pattern statistics are employed to quantify the ability of the numerical model to reproduce the experimental data. In the evaluation method, a repeated test is used to estimate the experimental uncertainty. The solver interFoam is shown to generally have a very good model performance rating. A detailed analysis of the complex processes preceding the impacts on the vertical wall proves that a correct reproduction of the horizontal impact force and pressures is highly dependent on the accuracy of reproducing the bore interactions.}}, articleno = {{650}}, author = {{Gruwez, Vincent and Altomare, Corrado and Suzuki, Tomohiro and Streicher, Maximilian and Cappietti, Lorenzo and Kortenhaus, Andreas and Troch, Peter}}, issn = {{2077-1312}}, journal = {{JOURNAL OF MARINE SCIENCE AND ENGINEERING}}, keywords = {{validation,wave modelling,shallow foreshore,dike-mounted vertical wall,wave impact loads,OpenFOAM,SST TURBULENCE MODEL,MODIFIED K-OMEGA,BREAKING WAVES,VERTICAL WALL,SIMULATION,GENERATION,PERFORMANCE,PREDICTION,EVOLUTION,FORCES}}, language = {{eng}}, number = {{9}}, pages = {{30}}, title = {{Validation of RANS modelling for wave interactions with sea dikes on shallow foreshores using a large-scale experimental dataset}}, url = {{http://dx.doi.org/10.3390/jmse8090650}}, volume = {{8}}, year = {{2020}}, }
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