☆ 4.7 Article

Numerical Simulation of Wave Overtopping of an Ecologically Honeycomb-Type Revetment with Rigid Vegetation

JOURNAL OF MARINE SCIENCE AND ENGINEERING (2022)

Related references

Note: Only part of the references are listed.

Article Engineering, Ocean

Numerical modelling of wave transformation and runup over rough fringing reefs using VARANS equations

Yu Yao et al.

Summary: In this study, a 3D numerical model based on a numerical wave tank was developed to investigate the interaction between waves and coral reef profiles. The model was validated through laboratory experiments and used to analyze the impacts of forcing conditions, reef morphology, and reef roughness on wave transformation and runup. An empirical formula for predicting wave runup was derived from the numerical results. The study also examined the cross-reef variations of energy dissipation, wave spectrum, wave shape parameters, nonlinearity parameter, TKE, and its dissipation rate for both smooth and rough reefs.

APPLIED OCEAN RESEARCH (2022)

Add to Collection

Article Engineering, Marine

Towards modelling wave-induced forces on an armour layer unit of rubble mound coastal revetments

Deping Cao et al.

Summary: This study explores the feasibility of using the Morison-type equation to convert numerically simulated porous media flow in an armour layer into the forces on a single armour unit, proposing a predictor model consisting of inertial force, drag force, pressure gradient force, and lift force. The calibrated model can reasonably approximate the temporal variation of wave-induced force. However, further research is needed to provide a sufficiently large dataset for calibrating empirical formulas.

OCEAN ENGINEERING (2021)

Add to Collection

Article Engineering, Civil

Full-scale experimental study on wave overtopping at stepped revetments

Talia Schoonees et al.

Summary: Stepped revetments effectively limit wave overtopping and reduce wave overtopping rates compared to smooth dikes, with influence factors for roughness ranging from 0.43 to 0.73. An empirical formula is proposed to estimate the wave overtopping rate at stepped revetments. The study also found a higher median shape factor for individual overtopping volumes at stepped revetments compared to breakwaters, smooth dikes, or vertical walls.

COASTAL ENGINEERING (2021)

Add to Collection

Article Engineering, Civil

Numerical modelling of wave overtopping at dikes using OpenFOAM?

W. Chen et al.

Summary: Accurate calculation of wave overtopping is crucial for determining the required crest height and geometry of a dike. A 2D numerical model based on OpenFOAM has been successfully used to predict wave overtopping at dikes with complex configurations, showing good accuracy in reproducing incident waves and predicting overtopping discharge. The model also demonstrates the reduction of wave overtopping influenced by berms and roughness elements, indicating its capabilities in dike design and safety assessment.

COASTAL ENGINEERING (2021)

Add to Collection

Article Engineering, Marine

Novel time-efficient approach to calibrate VARANS-VOF models for simulation of wave interaction with porous structures using Artificial Neural Networks

Filipe Vieira et al.

Summary: Numerical models play a crucial role in studying wave-structure interaction processes, and adequate validation is necessary to ensure accuracy. A methodology based on Artificial Neural Networks was proposed in this study, successfully applied to optimize the empirical coefficients for porous media in predicting overtopping discharges.

OCEAN ENGINEERING (2021)

Add to Collection

Article Engineering, Civil

Numerical Simulation of Random Wave Overtopping of Rubble Mound Breakwater with Armor Units

Li Jing-yuan et al.

Summary: A three-dimensional model is developed based on the open source code OpenFOAM to simulate the interaction between waves and rubble mound breakwater with armor units. The model shows good agreement with measured data and can be used to evaluate random wave overtopping in the design of such breakwaters.

CHINA OCEAN ENGINEERING (2021)

Add to Collection

Article Environmental Sciences

Numerical Simulation of Wave Overtopping on Breakwater with an Armor Layer of Accropode Using SWASH Model

Na Zhang et al.

WATER (2020)

Add to Collection

Article Environmental Sciences

Wave Run-Up on Mortar-Grouted Riprap Revetments

Moritz Kreyenschulte et al.

WATER (2020)

Add to Collection

Article Materials Science, Multidisciplinary

Study of sedimentation of non-cohesive particles via CFD-DEM simulations

Shan-lin Xu et al.

GRANULAR MATTER (2018)

Add to Collection

Article Materials Science, Multidisciplinary

Study of sedimentation of non-cohesive particles via CFD-DEM simulations

Shan-lin Xu et al.

GRANULAR MATTER (2018)

Add to Collection

Article Water Resources

Solitary wave attenuation by vegetation patches

Maria Maza et al.

ADVANCES IN WATER RESOURCES (2016)

Add to Collection

Article Water Resources

CFD-DEM simulations of current-induced dune formation and morphological evolution

Rui Sun et al.

ADVANCES IN WATER RESOURCES (2016)

Add to Collection

Article Engineering, Civil

Wave-induced pressures in porous bonded revetments. Part I: Pressures on the revetment

Juan Carlos Alcerreca-Huerta et al.

COASTAL ENGINEERING (2016)

Add to Collection

Article Mechanics

Particle based modelling and simulation of naturals and dynamics in the wave bottom boundary layer

Justin R. Finn et al.

JOURNAL OF FLUID MECHANICS (2016)

Add to Collection

Article Engineering, Civil

Wave run-up and overtopping reduction by block revetments with enhanced roughness

Alex Capel

COASTAL ENGINEERING (2015)

Add to Collection

Article Engineering, Civil

Tsunami wave interaction with mangrove forests: A 3-D numerical approach

Maria Maza et al.

COASTAL ENGINEERING (2015)

Add to Collection

Article Mechanics

Transport modeling of sedimenting particles in a turbulent pipe flow using Euler-Lagrange large eddy simulation

Sunil K. Arolla et al.

INTERNATIONAL JOURNAL OF MULTIPHASE FLOW (2015)

Add to Collection

Article Engineering, Marine

Combined wave and surge overtopping erosion failure model of HPTRM levees: Accounting for grass-mat strength

Saiyu Yuan et al.

OCEAN ENGINEERING (2015)

Add to Collection

Article Engineering, Civil

Three-dimensional interaction of waves and porous coastal structures using OpenFOAM®. Part II: Application

Pablo Higuera et al.

COASTAL ENGINEERING (2014)

Add to Collection

Article Geosciences, Multidisciplinary

Numerical simulation of turbulence and sediment transport of medium sand

Mark W. Schmeeckle

JOURNAL OF GEOPHYSICAL RESEARCH-EARTH SURFACE (2014)

Add to Collection

Article Engineering, Civil

Realistic wave generation and active wave absorption for Navier-Stokes models Application to OpenFOAM (R)

Pablo Higuera et al.

COASTAL ENGINEERING (2013)

Add to Collection

Article Engineering, Civil

Random wave runup and overtopping a steep sea wall: Shallow-water and Boussinesq modelling with generalised breaking and wall impact algorithms validated against laboratory and field measurements

M. V. McCabe et al.

COASTAL ENGINEERING (2013)

Add to Collection

Article Oceanography

Wave energy and wave-induced flow reduction by full-scale model Posidonia oceanica seagrass

E. Manca et al.

CONTINENTAL SHELF RESEARCH (2012)

Add to Collection

Article Engineering, Civil

A numerical model of wave overtopping on seadikes

Thieu Quang Tuan et al.

COASTAL ENGINEERING (2010)

Add to Collection

Article Engineering, Civil

Laboratory and numerical studies of wave damping by emergent and near-emergent wetland vegetation

Lauren N. Augustin et al.

COASTAL ENGINEERING (2009)

Add to Collection

Article Engineering, Civil

Numerical analysis of wave overtopping of rubble mound breakwaters

Inigo J. Losada et al.

COASTAL ENGINEERING (2008)

Add to Collection

Article Engineering, Civil

Simulation of wave overtopping by an incompressible SPH model

Songdong Shao et al.

COASTAL ENGINEERING (2006)

Add to Collection

Article Engineering, Civil

RANS modelling applied to random wave interaction with submerged permeable structures

JL Lara et al.

COASTAL ENGINEERING (2006)

Add to Collection

Article Computer Science, Interdisciplinary Applications

Wave overtopping over a sea dike

TQ Li et al.

JOURNAL OF COMPUTATIONAL PHYSICS (2004)

Add to Collection

Article Engineering, Chemical

Discrete particle-continuum fluid modelling of gas-solid fluidised beds

KD Kafui et al.

CHEMICAL ENGINEERING SCIENCE (2002)

Add to Collection

Article Oceanography

Discrete particle model for sheet flow sediment transport in the nearshore

TG Drake et al.

JOURNAL OF GEOPHYSICAL RESEARCH-OCEANS (2001)

Add to Collection

Article Engineering, Civil

Discrete particle modeling of entrainment from flat uniformly sized sediment beds

I McEwan et al.

JOURNAL OF HYDRAULIC ENGINEERING-ASCE (2001)

Add to Collection

© Peeref 2019-2024. All rights reserved.