Validation of RANS Modelling for Wave Interactions with Sea Dikes on Shallow Foreshores Using a Large-Scale Experimental Dataset
Autor: | Peter Troch, Maximilian Streicher, Tomohiro Suzuki, Corrado Altomare, Lorenzo Cappietti, Vincent Gruwez, Andreas Kortenhaus |
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Přispěvatelé: | Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental, Universitat Politècnica de Catalunya. LIM/UPC - Laboratori d'Enginyeria Marítima |
Rok vydání: | 2020 |
Předmět: |
010504 meteorology & atmospheric sciences
SST TURBULENCE MODEL PREDICTION 01 natural sciences 010305 fluids & plasmas Dike-mounted vertical wall Physics::Fluid Dynamics Shallow foreshore Validation OpenFOAM lcsh:GC1-1581 Water Science and Technology validation geography.geographical_feature_category Breaking wave lcsh:Naval architecture. Shipbuilding. Marine engineering Solver Experimental uncertainty analysis wave impact loads SIMULATION Water waves--Mathematical models shallow foreshore Impact Reynolds-averaged Navier–Stokes equations Geology Marine engineering Dike Technology and Engineering Scale (ratio) Wave propagation Mathematics::Analysis of PDEs Ocean Engineering BREAKING WAVES VERTICAL WALL Physics::Geophysics wave modelling lcsh:Oceanography lcsh:VM1-989 Wave impact loads 0103 physical sciences 14. Life underwater Onades -- Models matemàtics 0105 earth and related environmental sciences Civil and Structural Engineering geography MODIFIED K-OMEGA dike-mounted vertical wall PERFORMANCE EVOLUTION Enginyeria civil::Enginyeria hidràulica marítima i sanitària::Ports i costes [Àrees temàtiques de la UPC] Earth and Environmental Sciences Wave modelling FORCES GENERATION |
Zdroj: | Journal of Marine Science and Engineering Journal of Marine Science and Engineering, Vol 8, Iss 650, p 650 (2020) Volume 8 Issue 9 UPCommons. Portal del coneixement obert de la UPC Universitat Politècnica de Catalunya (UPC) Journal of Marine Science and Engineering, 8(9) JOURNAL OF MARINE SCIENCE AND ENGINEERING |
ISSN: | 2077-1312 |
DOI: | 10.3390/jmse8090650 |
Popis: | In this paper, a Reynolds-averaged Navier&ndash 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. |
Databáze: | OpenAIRE |
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