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
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