Numerical study of double-chambered perforated caisson with a top cover based on SPH method

The Smoothed Particle Hydrodynamics (SPH) method modified by Corrective Smoothed Particle Method (CSPM) and Riemann solution is employed to simulate the interaction between double-chambered perforated caissons and waves. The accuracy and applicability of the numerical method are verified by the theo...

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Main Authors: Xiaocheng Tang, Huayu Liu, Lili Mei, Pengshuai Fu, Dongrui Song, Hongzhou Chen
Format: Article
Language:English
Published: Frontiers Media S.A. 2023-11-01
Series:Frontiers in Marine Science
Subjects:
Online Access:https://www.frontiersin.org/articles/10.3389/fmars.2023.1294164/full
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author Xiaocheng Tang
Huayu Liu
Lili Mei
Pengshuai Fu
Dongrui Song
Hongzhou Chen
author_facet Xiaocheng Tang
Huayu Liu
Lili Mei
Pengshuai Fu
Dongrui Song
Hongzhou Chen
author_sort Xiaocheng Tang
collection DOAJ
description The Smoothed Particle Hydrodynamics (SPH) method modified by Corrective Smoothed Particle Method (CSPM) and Riemann solution is employed to simulate the interaction between double-chambered perforated caissons and waves. The accuracy and applicability of the numerical method are verified by the theoretical values and experimental data through comparisons. The effects of the top cover height s, the width of the wave dissipation chamber B and the perforated rate μ on the wave surface η or wave pressure p of the caisson are numerically analysis. The results show that under the calculated wave conditions, the top cover height s and perforated rate μ are significant factors affecting the wave dissipation performance of the caisson, while the width of the wave dissipation chamber B has little effect on the wave surface η. In the meanwhile, with the increase of the top cover height s, the wave pressure p on the front perforated plate and the back wall at the static water level gradually decreases, and the wave pressure p on the back perforated plate first decreases and then increases. In addition, the modified SPH method is also used to explore the changes of the pressure field and the velocity field of water particles, tracing the instantaneous velocity of water particles at different positions at different time, and describe the motion state of water particles, which provides effective facilitates for investigating the interaction between double-chambered perforated caissons and waves.
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spelling doaj.art-1f0fcc9876fb49acb8dd97c9bf671f852023-11-17T08:55:48ZengFrontiers Media S.A.Frontiers in Marine Science2296-77452023-11-011010.3389/fmars.2023.12941641294164Numerical study of double-chambered perforated caisson with a top cover based on SPH methodXiaocheng Tang0Huayu Liu1Lili Mei2Pengshuai Fu3Dongrui Song4Hongzhou Chen5School of Civil Engineering, Jilin Jianzhu University, Changchun, Jilin, ChinaSchool of Civil Engineering, Jilin Jianzhu University, Changchun, Jilin, ChinaNational Engineering Research Center for Marine Aquaculture, Zhejiang Ocean University, Zhoushan, Zhejiang, ChinaSchool of Civil Engineering, Jilin Jianzhu University, Changchun, Jilin, ChinaConstruction Engineering Department, State Grid Jilin Power Supply Company, Jilin, ChinaSchool of Marine Engineering Equipment, Zhejiang Ocean University, Zhoushan, Zhejiang, ChinaThe Smoothed Particle Hydrodynamics (SPH) method modified by Corrective Smoothed Particle Method (CSPM) and Riemann solution is employed to simulate the interaction between double-chambered perforated caissons and waves. The accuracy and applicability of the numerical method are verified by the theoretical values and experimental data through comparisons. The effects of the top cover height s, the width of the wave dissipation chamber B and the perforated rate μ on the wave surface η or wave pressure p of the caisson are numerically analysis. The results show that under the calculated wave conditions, the top cover height s and perforated rate μ are significant factors affecting the wave dissipation performance of the caisson, while the width of the wave dissipation chamber B has little effect on the wave surface η. In the meanwhile, with the increase of the top cover height s, the wave pressure p on the front perforated plate and the back wall at the static water level gradually decreases, and the wave pressure p on the back perforated plate first decreases and then increases. In addition, the modified SPH method is also used to explore the changes of the pressure field and the velocity field of water particles, tracing the instantaneous velocity of water particles at different positions at different time, and describe the motion state of water particles, which provides effective facilitates for investigating the interaction between double-chambered perforated caissons and waves.https://www.frontiersin.org/articles/10.3389/fmars.2023.1294164/fullcoastal and offshore engineeringdouble-chambered perforated caissonssmoothed particle hydrodynamics methodnumerical simulationvelocity vector of water particles
spellingShingle Xiaocheng Tang
Huayu Liu
Lili Mei
Pengshuai Fu
Dongrui Song
Hongzhou Chen
Numerical study of double-chambered perforated caisson with a top cover based on SPH method
Frontiers in Marine Science
coastal and offshore engineering
double-chambered perforated caissons
smoothed particle hydrodynamics method
numerical simulation
velocity vector of water particles
title Numerical study of double-chambered perforated caisson with a top cover based on SPH method
title_full Numerical study of double-chambered perforated caisson with a top cover based on SPH method
title_fullStr Numerical study of double-chambered perforated caisson with a top cover based on SPH method
title_full_unstemmed Numerical study of double-chambered perforated caisson with a top cover based on SPH method
title_short Numerical study of double-chambered perforated caisson with a top cover based on SPH method
title_sort numerical study of double chambered perforated caisson with a top cover based on sph method
topic coastal and offshore engineering
double-chambered perforated caissons
smoothed particle hydrodynamics method
numerical simulation
velocity vector of water particles
url https://www.frontiersin.org/articles/10.3389/fmars.2023.1294164/full
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