TECHNICAL PAPERS
May 1, 2007

Hydrodynamic Forcing of Long-Line Mussel Farms: Observations

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 133, Issue 3

Abstract

The first detailed observations of the motion and loading of a mussel (shellfish) aquaculture long-line are described in order to identify the dominant modes of flow-structure interaction and provide a baseline for prediction of future structures. A long-line is typically a 120m long sequence of surface floats beneath which is looped rope bearing the mussel crop. Accelerometer and load cell data from sensors mounted on the structure along with remote radar data are examined in the context of wave and current measurements. The mussels comprise the largest mass and drag element of the structure, and the tidally affected pretensioning of the mooring lines dominates the background load. However, waves and currents increase the maximum load by potentially 100% over this value. The floats at each end of the long-line follow the wave orbital motion reasonably well, more so than the floats in the middle of the backbone. The mussel-laden loops of rope (droppers) clearly respond differently to the floats, implying flexibility in the vertical dimension. This suggests that flow around the droppers, which influences mussel feeding ability and hence production, is complex and highly three-dimensional.

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Acknowledgments

The writers would like to thank Ocean Marine Farms (Simon Acton-Adams) for allowing utilization of their structures. Richard Newton of the Canterbury Civil Engineering Department built the load cells; Gary Teear (OCEL Consultants) and John Fenwick and John McGregor (NIWA) facilitated the field sampling; and Bob Spigel (NIWA) and Roger Nokes and Mark Davidson (U. Canterbury) are thanked for their support of David Plew. Three reviewers provided useful comments on the work. Funding was provided by the New Zealand Foundation for Research Science and Technology NSOF/PGSF and the Royal Society ISAT Linkages Programme.

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Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 133Issue 3May 2007
Pages: 192 - 199

History

Received: Jul 18, 2005
Accepted: Apr 5, 2006
Published online: May 1, 2007
Published in print: May 2007

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Authors

Affiliations

C. L. Stevens
Principal Scientist, National Institute Water and Atmospheric Research, Greta Point, Wellington, New Zealand (corresponding author). E-mail: [email protected]
D. R. Plew
National Institute Water and Atmospheric Research, Kyle St., Christchurch, New Zealand; formerly, Postgraduate Student, Dept. of Civil Engineering, Univ. of Canterbury, Canterbury, U.K.
M. J. Smith
Research Scientist, National Institute Water and Atmospheric Research, Greta Point, Wellington, New Zealand.
D. W. Fredriksson
Assistant Professor, Dept. of Naval Architecture and Ocean Engineering, U.S. Naval Academy, Annapolis, MD; previously at Center for Ocean Engineering, Univ. of New Hampshire.

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