Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Individual violent wave-overtopping events: behaviour and estimation
To better understand individual violent wave overtopping, of significance for coastal defence design, three breaking wave types (steep-fronted, plunging and broken) based on focused wave groups, were generated in laboratory and numerical models. High-speed video captured overtopping events and produced velocity vector maps by means of bubble image velocimetry (BIV). Results were compared with a numerical model based on a linear wave detection procedure and a two-phase incompressible Navier–Stokes-based solver. This novel approach revealed that the overtopping waves comprised an initial jet of 0.2 s duration, but dominated by quasi-steady flow. Whilst laboratory surface-elevation time-histories were highly repeatable, overtopping volume repeats were sensitive to the breaker type. Measured volumes were compared with: the numerical model (which over-predicted, but was reasonably accurate for steep-fronted waves); estimations based on BIV results (which provided very close agreement for the steep-fronted waves); and a weir-based analogy (which provided reasonable agreement, but always under-predicted).
Individual violent wave-overtopping events: behaviour and estimation
To better understand individual violent wave overtopping, of significance for coastal defence design, three breaking wave types (steep-fronted, plunging and broken) based on focused wave groups, were generated in laboratory and numerical models. High-speed video captured overtopping events and produced velocity vector maps by means of bubble image velocimetry (BIV). Results were compared with a numerical model based on a linear wave detection procedure and a two-phase incompressible Navier–Stokes-based solver. This novel approach revealed that the overtopping waves comprised an initial jet of 0.2 s duration, but dominated by quasi-steady flow. Whilst laboratory surface-elevation time-histories were highly repeatable, overtopping volume repeats were sensitive to the breaker type. Measured volumes were compared with: the numerical model (which over-predicted, but was reasonably accurate for steep-fronted waves); estimations based on BIV results (which provided very close agreement for the steep-fronted waves); and a weir-based analogy (which provided reasonable agreement, but always under-predicted).
Individual violent wave-overtopping events: behaviour and estimation
Raby, Alison (Autor:in) / Jayaratne, Ravindra (Autor:in) / Bredmose, Henrik (Autor:in) / Bullock, Geoff (Autor:in)
Journal of Hydraulic Research ; 58 ; 34-46
02.01.2020
13 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Individual Violent Overtopping Events: New Insights
| British Library Conference Proceedings | 2009
Numerical and Experimental Predictions of Overtopping Volumes for Violent Overtopping Events
| British Library Conference Proceedings | 2004
Numerical Simulation of Violent Wave Overtopping
| British Library Conference Proceedings | 2003
Individual Overtopping Events at Dikes
| British Library Conference Proceedings | 2009
Violent Overtopping of Vertical Seawalls under Oblique Wave Conditions
| British Library Conference Proceedings | 2005