期刊
OCEAN ENGINEERING
卷 91, 期 -, 页码 316-328出版社
PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/j.oceaneng.2014.08.014
关键词
Trawling; Ground gear element; Coupled Eulerian Lagrangian; Seabed modelling; Structure soil interaction
资金
- Research Council of Norway
- Norwegian Fishery and Aquaculture Industry Research Fund
- Marine Scotland Science
This paper focuses on the numerical modelling of the interaction between gear components, rockhoppers, in particular and the seabed. This interaction is developed by using the Coupled Eulerian Lagrangian Method (CEL). To demonstrate the rate effect, a 2D finite element model is developed to analyse the pore pressure distribution and soil deformation. In situ soil conditions of the seabed with large deformations require multiphase simulation which is very expensive to investigate numerically. However, fully drained conditions were considered and the results obtained were deemed acceptable for this study. Validation of the numerical model was achieved by means of laboratory experiments undertaken on a 1:5 scaled model. Good agreement between the experimental tests and numerical simulations is found which provides the basis for investigation of the effect of the size of the rockhoppers, their position with respect to the towing direction and the number of discs modelled. A unique expression for the towing force of the segment of rockhopper gear is expressed as a function of the drag force of a single disc, the diameter, thickness, and angle of attack. (C) 2014 Elsevier Ltd. All rights reserved.
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