Model Testing of Fish Farms for Validation of Analysis Programs

Berstad, Are Johan; Heimstad, Line Fludal; Walaunet, Jørgen

doi:10.1115/omae2014-24647

Cited by 2 publications

(2 citation statements)

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“…The deformation of net cages in current and waves has been extensively studied by means of numerical modelling (e.g. Aarsnes et al, 1990;Lader et al, 2003;Tsukrov et al, 2003;Fredheim, 2005;Huang et al, 2007;Zhao et al, 2007;Berstad et al, 2014;Endresen et al, 2014;Moe-Føre et al, 2016;Shen, 2018) and model testing (e.g. Lader and Enerhaug, 2005;Huang et al, 2006;Kristiansen and Faltinsen, 2015).…”

Section: Introductionmentioning

confidence: 99%

An integrated approach for monitoring structural deformation of aquaculture net cages

Kelasidi

Frank

et al. 2021

Ocean Engineering

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Section: Introductionmentioning

confidence: 99%

An integrated approach for monitoring structural deformation of aquaculture net cages

Kelasidi

Frank

et al. 2021

Ocean Engineering

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“…Through years of developments by Berstad et al (2014Berstad et al ( , 2013Berstad et al ( , 2008 at Aquastructures AS, the computer program AquaSim became one of the leading analysis tools in the aquaculture industry in Norway. Priour (1999) proposed a triangular element to calculate the deformation of nets using the Finite Element Method (FEM), and successfully applied this method to the simulations of fishing gears and fish cages (Priour, 2005).…”

Section: Introductionmentioning

confidence: 99%

Development of Advanced Numerical Tools for Dynamic Analysis of Aquaculture Structures

Cheng¹

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Numerical methods to accurately predict dynamic responses of marine aquaculture structures are essential in the engineering design process, because these structures can be subjected to large wave and current loads in the ocean environment, which causes complex structural motion and deformation. However, only a few numerical programs for the dynamic analysis of aquaculture structures can be accessed by the public without permission. In order to meet the high demand for a ready-for-use program, a numerical module for an open-source Finite Element Analysis (FEA) program, Code_Aster, is developed in this PhD study. This numerical module includes various wave models (e.g., Airy waves, Stokes 2nd order waves and irregular waves) and hydrodynamic force models (e.g., Morison model, Screen model and flow velocity reduction due to wake effects). Moreover, a coupling algorithm to handle the wake effects of thin, flexible and highly permeable structures with complex geometries is also implemented to solve the complex fluid-structure interaction (FSI) problem in marine aquaculture engineering. The accuracy of structural response prediction can be improved using the coupling algorithm with the open-source Computational Fluid Dynamics (CFD) solver, OpenFOAM, which can solve the complex flow field around the structures. Detailed verifications and validations are firstly conducted with considerations of different net solidities, inflow angles, incoming current velocities and net dimensions. Subsequently, the newly developed numerical module is applied to study dynamic responses of traditional fish cages, grid moored fish farms and a large semi-submersible aquaculture structure for practical engineering design and optimization purposes. The structural responses of traditional fish cages with different design parameters (including circumferences of floating collar, depths of net bag, submerged weights) are comprehensively analyzed under pure current conditions. Based on the parametric analysis with a large number of numerical simulations, regression functions for the most concerning aspects are provided for engineering usages in the design process. These regression functions can save considerable time for experiments and numerical simulations in the design of traditional fish cages. The structural responses of grid moored fish farms are analyzed with respect to combinations of mooring line breakages and current directions. Based on the numerical results, suggestions to improve the design of the mooring system are given. It is also recommended to monitor the positions of buoys during in-situ operations. When one of the mooring line breaks, the maximum tension increment in the mooring system can be estimated based on the displacement of the buoys. This estimation can help the farmer to decide whether the damaged mooring line should be repaired immediately. The global responses of a semi-submersible offshore aquaculture structure are investigated under irregular waves and current conditions which correspond to a return period of 50 years. The numerical model shows a reasonable agreement with published experimental results and demonstrates that the newly developed numerical module can be applied to the dynamic analysis of offshore aquaculture structures.

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Model Testing of Fish Farms for Validation of Analysis Programs

Cited by 2 publications

References 5 publications

An integrated approach for monitoring structural deformation of aquaculture net cages

An integrated approach for monitoring structural deformation of aquaculture net cages

Development of Advanced Numerical Tools for Dynamic Analysis of Aquaculture Structures

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