Application of a VARANS based resistance-type porosity model on simulating wave interactions with perforated caisson sitting on a rubble-mound foundation-Reference-Cited by-同舟云学术

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Application of a VARANS based resistance-type porosity model on simulating wave interactions with perforated caisson sitting on a rubble-mound foundation

Published:2021-07 Issue: Volume:112 Page:102600
ISSN:0141-1187
Container-title:Applied Ocean Research
language:en
Short-container-title:Applied Ocean Research

Author:

Zhao Peihong,Sun Dapeng,Wu Hao

Funder

National Natural Science Foundation of China-Shandong Joint Fund for Marine Science Research Centers

Publisher

Elsevier BV

Subject

Ocean Engineering

Reference25 articles.

1. A computational Lagrangian-Eulerian advection remap for free surface flows;Ashgriz;Int. J. Nume. Meth. Fluids,2004

2. Experimental study of reflection coefficient and wave forces acting on perforated caisson;Chen;Acta Oceanologica Sinica,2002

3. Numerical and simplified methods for the calculation of the total horizontal wave force on a perforated caisson with a top cover;Chen;Coastal Eng.,2007

4. Numerical simulation of wave interaction with perforated caisson breakwaters;Chen;China Occan Eng.,2003

5. Les Fontaines Publiques De La Ville De Dijon;Darcy,1856

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. SPH study of scale effects of perforated caissons;Ocean Engineering;2024-10

2. Neural Network calibration method for VARANS models to simulate wave-coastal structures interaction;Coastal Engineering;2024-03

3. A numerical investigation of wave and current fields along bathymetry with porous media;Ocean Engineering;2022-01

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