Journal
AQUACULTURAL ENGINEERING
Volume 78, Issue -, Pages 114-129Publisher
ELSEVIER SCI LTD
DOI: 10.1016/j.aquaeng.2017.05.004
Keywords
Mussel longline; Loading; Motion; Drag coefficient; Shielding effect; Field observations
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Funding
- Innovamer Program of the Quebec Department of Agriculture, Fisheries and Food
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The loading by currents and waves of a submerged mussel longline and the resulting motions of the structure were monitored during 40 days at an open ocean site. Current velocity did not exceed 24 cm/s and the wave field alternated between calm and moderate conditions (maximum wave height of 3.5 m). Legs on the longline maintained the mainline between 10 and 12.5 m above the seabed (around 10 m below the surface). The loading and motion of the longline were relatively small. Tension in the mooring lines (semi-hourly averaged maximum of 580 N) was limited by the combined effect of a small pretension, current shielding between mussel droppers, flow blockage by surrounding longlines and leg resistance. Significant longline displacement occurred only during short periods of time when the predicted drag force transmitted to the legs exceeded their predicted holding capacity. Mussel dropper vertical acceleration (maximum of 1/20 g) was limited by the exponential attenuation of wave loading with depth.
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