[HTML][HTML] Modelling the morphodynamics of gravel beaches during storms with XBeach-G

RT McCall, G Masselink, TG Poate, JA Roelvink… - Coastal …, 2015 - Elsevier
This paper presents an extension of the XBeach-G numerical model with a sediment
transport and morphology module, which includes the effect of groundwater ventilation and …

Modelling gravel barrier profile response to combined waves and tides using XBeach: Laboratory and field results

JJ Williams, AR de Alegría-Arzaburu, RT McCall… - Coastal …, 2012 - Elsevier
XBeach, a process-based numerical model capable of computing nearshore circulation and
morphodynamics, including overwash and breaching, has been used in 1D mode to …

Modelling gravel beach dynamics with XBeach

MH Jamal, DJ Simmonds, V Magar - Coastal Engineering, 2014 - Elsevier
Numerical cross-shore profile evolution models have been good at predicting beach erosion
during storm conditions, but have difficulty in predicting the accretion of the beach during …

Wave load on submerged quarter-circular and semicircular breakwaters under irregular waves

XL Jiang, QP Zou, N Zhang - Coastal engineering, 2017 - Elsevier
Laboratory experiments were conducted to investigate the characteristics of wave loading
on submerged circular-front breakwaters due to irregular waves. The wave force spectrum …

Wave-induced extreme water levels in the Puerto Morelos fringing reef lagoon

A Torres-Freyermuth, I Mariño-Tapia… - … Hazards and Earth …, 2012 - nhess.copernicus.org
Wave-induced extreme water levels in the Puerto Morelos fringing reef lagoon are
investigated by means of a phase-resolving non-hydrostatic wave model (SWASH). This …

How does coastal gravel get sorted under stormy longshore transport?

H Eyal, Y Enzel, E Meiburg… - Geophysical …, 2021 - Wiley Online Library
Storm waves transport and sort coarse gravel along coasts. This fundamental process is
important under changing sea‐levels and increased storm frequency and intensity …

Modeling swash‐zone hydrodynamics and shear stresses on planar slopes using Reynolds‐Averaged Navier–Stokes equations

A Torres‐Freyermuth, JA Puleo… - Journal of Geophysical …, 2013 - Wiley Online Library
A numerical model solving the Reynolds‐Averaged Navier–Stokes equations, with a volume
of fluid‐tracking scheme and turbulence closure, is employed for estimating hydrodynamics …

Laboratory investigation of pressure gradients induced by plunging breakers

A Pedrozo-Acuña, AR de Alegría-Arzaburu… - Coastal …, 2011 - Elsevier
This investigation presents laboratory observations on the spatio-temporal evolution of
pressure fields and gradients induced by plunging waves propagating across the nearshore …

A partial cell technique for modeling the morphological change and scour

Z Peng, QP Zou, P Lin - Coastal engineering, 2018 - Elsevier
A novel partial cell technique applied on structured grids is developed to track the
deformation of water-soil interface associated with beach morphological change and toe …

Chronic offshore loss of nourishment on Nice beach, French Riviera: A case of over-nourishment of a steep beach?

EJ Anthony, O Cohen, F Sabatier - Coastal engineering, 2011 - Elsevier
The 4.5 km-long gravel beach fronting the exclusive resort of the city of Nice, on the French
Riviera, in southeastern France, was artificially nourished from 1976 to 2005 to the tune of …