Computational and Experimental Marine Hydrodynamics

A special issue of Journal of Marine Science and Engineering (ISSN 2077-1312). This special issue belongs to the section "Ocean Engineering".

Deadline for manuscript submissions: closed (10 November 2022) | Viewed by 5030

Special Issue Editor


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Guest Editor
Dipartimento Politecnico di Ingegneria e Architettura, University of Udine, Udine, Italy
Interests: wave propagation; waves; hydrodynamic modeling; coastal processes; coastal engineering; finite volume method

Special Issue Information

Dear Colleagues,

This Special Issue focuses on all aspects related to computational and experimental marine hydrodynamics. The marine environment is undoubtedly very complex because hydrodynamic phenomena that derive from various factors are present and interact with each other. In particular these phenomena are very important in the interaction of wave motion with structures, with estuarine and tidal currents, and with the seabed, the latter mechanism being a fundamental element for the study of coastal sediment transport. Moreover, the complexity of these phenomena requires the frequent use of both numerical and experimental modeling.

For this Special Issue, we are requesting contributions to recent advancements in the numerical and experimental fields that are aimed at improving our understanding of these interactions.

The topics of interest for this Special Issue are indicated below; however, work that is not directly related to these areas will also be considered if it is of particular interest to the theme of this Special Issue:

  • Mathematical models;
  • Computational techniques for the solution of hydrodynamic problems;
  • Generation and propagation of wave motion;
  • Hydrodynamic laboratory experiments;
  • Experimental measurement campaigns;
  • Interaction between waves and structures;
  • Wave–current interaction;
  • Wave–bottom interaction.

Prof. Dr. Marco Petti
Guest Editor

Manuscript Submission Information

Manuscripts should be submitted online at www.mdpi.com by registering and logging in to this website. Once you are registered, click here to go to the submission form. Manuscripts can be submitted until the deadline. All submissions that pass pre-check are peer-reviewed. Accepted papers will be published continuously in the journal (as soon as accepted) and will be listed together on the special issue website. Research articles, review articles as well as short communications are invited. For planned papers, a title and short abstract (about 100 words) can be sent to the Editorial Office for announcement on this website.

Submitted manuscripts should not have been published previously, nor be under consideration for publication elsewhere (except conference proceedings papers). All manuscripts are thoroughly refereed through a single-blind peer-review process. A guide for authors and other relevant information for submission of manuscripts is available on the Instructions for Authors page. Journal of Marine Science and Engineering is an international peer-reviewed open access monthly journal published by MDPI.

Please visit the Instructions for Authors page before submitting a manuscript. The Article Processing Charge (APC) for publication in this open access journal is 2600 CHF (Swiss Francs). Submitted papers should be well formatted and use good English. Authors may use MDPI's English editing service prior to publication or during author revisions.

Keywords

  • coastal zone
  • estuaries
  • wave–current interaction
  • numerical models
  • laboratory models
  • wave generation
  • wave–bottom interaction
  • marine structures
  • coastal sediment transport
  • measurement campaigns

Published Papers (3 papers)

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Research

17 pages, 3654 KiB  
Article
Numerical Simulation of Oil Spill in the Arctic Ice-Covered Waters: Focusing on Different Ice Concentrations and Wave’s Impacts
by Wei Li, Zhenpeng Dong, Wanying Zhao and Xiao Liang
J. Mar. Sci. Eng. 2023, 11(1), 114; https://doi.org/10.3390/jmse11010114 - 5 Jan 2023
Cited by 5 | Viewed by 1148
Abstract
The computational model was established to investigate the characteristics of oil spreading under arctic environments focusing on two aspects: ice concentrations and wave impacts. The ice field was constructed using the ice plates to compose three kinds of fixed arrays based on different [...] Read more.
The computational model was established to investigate the characteristics of oil spreading under arctic environments focusing on two aspects: ice concentrations and wave impacts. The ice field was constructed using the ice plates to compose three kinds of fixed arrays based on different ice concentrations of 90%, 60% and 0%. The wave was generated using the improved Jonswap spectrum method to control the focusing time, focusing location and focusing wave amplitude. The oil spreading’s movement was simulated and compared to the field experiment to verify the numerical model’s validity. The oil spill was trapped under the ice plates’ lower surface when the ice concentration was 60% or 90%, which had a spreading velocity slower than the non-ice water. The moving ice simulation was performed via the overset technique and coupled with the current, wind and wave. With ice drifting, the oil spreading was accelerated, leading to the presence of oil both on and under the ice surface. The ice was driven by the wave to affect the running details of the oil trajectory. These findings can be utilized for future oil spreading prediction when an oil spill accident occurs in the Arctic Ocean. Full article
(This article belongs to the Special Issue Computational and Experimental Marine Hydrodynamics)
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23 pages, 8387 KiB  
Article
Simulation and Experimental Study of Degradation of Polymetallic Nodules in Deep-Sea Multi-Stage Lifting Motor Pump
by Yan Li, Ziyuan Li and Kesen Liang
J. Mar. Sci. Eng. 2023, 11(1), 24; https://doi.org/10.3390/jmse11010024 - 25 Dec 2022
Cited by 5 | Viewed by 1523
Abstract
The impeller blades will continually strike the slurry mixture inside the pump, causing deterioration and a change in particle size. In this study, the degradation of mineral particles under various cycle times, rotational speeds, and flow rates is analyzed. The microscopic parameters of [...] Read more.
The impeller blades will continually strike the slurry mixture inside the pump, causing deterioration and a change in particle size. In this study, the degradation of mineral particles under various cycle times, rotational speeds, and flow rates is analyzed. The microscopic parameters of polymetallic nodules are calibrated by EDEM, and the transport of polymetallic nodules in the deep-sea lifting electric pump is simulated based on the coupled CFD-DEM solution of solid–liquid two-phase flow. The findings demonstrate that: the number of cycles through the pump has the greatest impact on particle degradation, and the number of fine particles significantly increases after the particles are impacted by the six-stage lifting electric pump several times; the higher the flow rate in the lifting electric pump, the faster the particles are dragged by the fluid, and the more easily the particles degrade; the faster the impeller speed of the lifting electric pump. Full article
(This article belongs to the Special Issue Computational and Experimental Marine Hydrodynamics)
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35 pages, 8546 KiB  
Article
A Wave-Targeted Essentially Non-Oscillatory 3D Shock-Capturing Scheme for Breaking Wave Simulation
by Giovanni Cannata, Federica Palleschi, Benedetta Iele and Francesco Gallerano
J. Mar. Sci. Eng. 2022, 10(6), 810; https://doi.org/10.3390/jmse10060810 - 13 Jun 2022
Cited by 1 | Viewed by 1495
Abstract
A new three-dimensional high-order shock-capturing model for the numerical simulation of breaking waves is proposed. The proposed model is based on an integral contravariant form of the Navier–Stokes equations in a time-dependent generalized curvilinear coordinate system. Such an integral contravariant form of the [...] Read more.
A new three-dimensional high-order shock-capturing model for the numerical simulation of breaking waves is proposed. The proposed model is based on an integral contravariant form of the Navier–Stokes equations in a time-dependent generalized curvilinear coordinate system. Such an integral contravariant form of the equations of motion is numerically integrated by a new conservative numerical scheme that is based on three elements of originality: the time evolution of the state of the system is carried out using a predictor–corrector method in which exclusively the conserved variables are used; the point values of the conserved variables on the cell face of the computational grid are obtained using an original high-order reconstruction procedure called a wave-targeted essentially non-oscillatory scheme; the time evolution of the discontinuity on the cell faces is calculated using an exact Riemann solver. The proposed model is validated by numerically reproducing several experimental tests of breaking waves on computational grids that are significantly coarser than those used in the literature to validate the existing 3D shock-capturing models. The results obtained with the proposed model are also compared with those obtained with a previously published model, which is based on second-order total variation diminishing reconstructions and an approximate Riemann solver usually adopted in the existing 3D shock-capturing models. Through the above comparison, the main drawbacks of the existing 3D shock-capturing models and the ability of the proposed model to simulate breaking waves and wave-induced currents are shown. The proposed 3D model is able to correctly simulate the wave height increase in the shoaling zone and to effectively predict the location of the wave breaking point, the maximum wave height, and the wave height decay in the surf zone. The validated model is applied to the simulation of the interaction between breaking waves and an emerged breakwater. The numerical results show that the proposed model is able to simulate both the large-scale circulation patterns downstream of the barrier and the onset of quasi-periodic vortex structures close to the edge of the barrier. Full article
(This article belongs to the Special Issue Computational and Experimental Marine Hydrodynamics)
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