Modeling underwater cable structures subject to breaking waves
Motivated by the design of a protective anti-shark cable net enclosure located in heavy surf on La Réunion, France, this paper presents a modeling technique for underwater cable structures subject to breaking wave action. Such modeling capability is not offered in leading commercial software. Forces...
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| Published in | Ocean engineering Vol. 164; pp. 199 - 211 |
|---|---|
| Main Authors | , , , , |
| Format | Journal Article |
| Language | English |
| Published |
Elsevier Ltd
15.09.2018
Elsevier |
| Subjects | |
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| ISSN | 0029-8018 1873-5258 |
| DOI | 10.1016/j.oceaneng.2018.06.013 |
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| Abstract | Motivated by the design of a protective anti-shark cable net enclosure located in heavy surf on La Réunion, France, this paper presents a modeling technique for underwater cable structures subject to breaking wave action. Such modeling capability is not offered in leading commercial software. Forces on underwater cable structures are frequently modeled using the well-established Morison equation. These forces are functions of the fluid velocity and acceleration, which are normally calculated using an appropriate wave theory. Such an approach works well in many applications, but it does not permit the modeling the effects of breaking waves. However, considering the absence of wave impact loads on submerged structures, the Morison equation is still valid provided that a suitable hydrodynamic time history is available. In the presented work, the Morison equation is coupled with a high-resolution breaking wave simulation obtained by solving the full air-water Navier-Stokes equations, creating a time-domain analysis approach suitable for studying underwater cable structures subject to breaking waves. The hydrodynamic model is validated using the software package ProteusDS, and the presented model is used to characterize the mechanical response of a moored cable net. This research is of relevance to the analysis and design of submerged cable structures.
•A modeling method for moored cable structures subject to breaking waves is presented.•The Morison equation is coupled with a high-resolution breaking wave simulation.•This time-domain analysis approach is demonstrated for a simple moored cable net. |
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| AbstractList | Motivated by the design of a protective anti-shark cable net enclosure located in heavy surf on La Réunion, France, this paper presents a modeling technique for underwater cable structures subject to breaking wave action. Such modeling capability is not offered in leading commercial software. Forces on underwater cable structures are frequently modeled using the well-established Morison equation. These forces are functions of the fluid velocity and acceleration, which are normally calculated using an appropriate wave theory. Such an approach works well in many applications, but it does not permit the modeling the effects of breaking waves. However, considering the absence of wave impact loads on submerged structures, the Morison equation is still valid provided that a suitable hydrodynamic time history is available. In the presented work, the Morison equation is coupled with a high-resolution breaking wave simulation obtained by solving the full air-water Navier-Stokes equations, creating a time-domain analysis approach suitable for studying underwater cable structures subject to breaking waves. The hydrodynamic model is validated using the software package ProteusDS, and the presented model is used to characterize the mechanical response of a moored cable net. This research is of relevance to the analysis and design of submerged cable structures.
•A modeling method for moored cable structures subject to breaking waves is presented.•The Morison equation is coupled with a high-resolution breaking wave simulation.•This time-domain analysis approach is demonstrated for a simple moored cable net. |
| Author | Deike, Luc Adriaenssens, Sigrid Niewiarowski, Alexander Pauletti, Ruy Marcelo Addi, Khalid |
| Author_xml | – sequence: 1 givenname: Alexander surname: Niewiarowski fullname: Niewiarowski, Alexander email: aan2@princeton.edu organization: Department of Civil and Environmental Engineering, Princeton University, Princeton, NJ, 08540, USA – sequence: 2 givenname: Sigrid surname: Adriaenssens fullname: Adriaenssens, Sigrid organization: Department of Civil and Environmental Engineering, Princeton University, Princeton, NJ, 08540, USA – sequence: 3 givenname: Ruy Marcelo surname: Pauletti fullname: Pauletti, Ruy Marcelo organization: Polytechnic School at the University of São Paulo, Avenue Prof. Almeida Prado, Trav. 2, 83, 05508-900, São Paulo, SP, Brazil – sequence: 4 givenname: Khalid surname: Addi fullname: Addi, Khalid organization: University of La Réunion, Saint-Denis | Laboratory of Physics and Mathematical Engineering for Energy and the Environment, 117 rue du Général Ailleret, 97430, Le Tampon, La Réunion, France – sequence: 5 givenname: Luc surname: Deike fullname: Deike, Luc organization: Princeton Environmental Institute, Department of Mechanical and Aerospace Engineering, Princeton University, Princeton, NJ, 08540, USA |
| BackLink | https://hal.univ-reunion.fr/hal-02368487$$DView record in HAL |
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| CitedBy_id | crossref_primary_10_1016_j_ijnaoe_2021_06_002 crossref_primary_10_1007_s13344_022_0013_z crossref_primary_10_1016_j_oceaneng_2019_106330 |
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| Keywords | Cable structures Numerical modeling Morison equation Breaking waves Time-domain analysis |
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| Snippet | Motivated by the design of a protective anti-shark cable net enclosure located in heavy surf on La Réunion, France, this paper presents a modeling technique... |
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| SubjectTerms | Breaking waves Cable structures Mathematical Physics Mathematics Morison equation Numerical modeling Time-domain analysis |
| Title | Modeling underwater cable structures subject to breaking waves |
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