A case study of a modified gravity type cage and mooring system using numerical and physical models

A modified gravity-type cage, developed by SADCO Shelf Ltd., was examined using numerical and physical models to determine if the cage and mooring system is suitable for an exposed site south of the Isles of Shoals, NH. The 3000-m/sup 3/ SADCO Shelf Submersible Fish Cage has angled stays between the upper framework and the ballasted bottom rim (in addition to net) to resist the horizontal shear deformation. The mooring system consists of three legs-each made up of a taut vertical chain and an angled rope, both leading to deadweight anchors. Normalized response amplitudes (response amplitude operators) were found for motion response in heave, surge and pitch, and load response in the anchor and bridle lines, in regular (single frequency) waves. In addition, a stochastic approach was taken to determine the motion and load transfer functions in random waves using a spectrum representative of seas at the selected site. In general, the system motion had a highly damped response, with no resonant peaks within the wave excitation range of 0.05 to 0.45 Hz. The anchor line force response was at all frequencies below 5 kN per meter of wave amplitude. The physical model tests showed consistently more conservative (larger) results compared to those for the numerical model.

[1]  J. V. Aarsnes,et al.  Current forces on cage, net deflection , 1990 .

[2]  B. Celikkol,et al.  Moored fish cage dynamics in waves and currents , 2005, IEEE Journal of Oceanic Engineering.

[3]  David W. Fredriksson,et al.  Finite element modeling of net panels using a consistent net element , 2003 .

[4]  Michael Isaacson,et al.  Development of a net pen system for aquaculture farming , 1993 .

[5]  Subrata Kumar Chakrabarti,et al.  Offshore Structure Modeling , 1994 .

[6]  J. Bendat,et al.  Random Data: Analysis and Measurement Procedures , 1987 .

[7]  M. R. Swift,et al.  Finite Element Modeling of Submerged Aquaculture Net-pen Systems , 1997 .

[8]  D. B. Colbourne,et al.  Observations on motions and loads in aquaculture cages from full scale and model scale measurements , 2001 .

[9]  David W. Fredriksson Open ocean fish cage and mooring system dynamics , 2001 .

[10]  John Forster,et al.  Advances in offshore cage design using spar buoys , 2000 .

[11]  David W. Fredriksson,et al.  Open Ocean Aquaculture Engineering: System Design and Physical Modeling , 2000 .

[12]  Michael J. Palczynski Fish cage physical scale modeling , 2000 .

[13]  K.C. Baldwin,et al.  Open Ocean Aquaculture engineering II , 2003, Oceans 2003. Celebrating the Past ... Teaming Toward the Future (IEEE Cat. No.03CH37492).

[14]  J. R. Morison,et al.  The Force Exerted by Surface Waves on Piles , 1950 .

[15]  David R. Basco,et al.  Water Wave Mechanics for Engineers and Scientists , 1985 .

[16]  David W. Fredriksson,et al.  The Heave Response of a Central Spar Fish Cage , 2003 .

[17]  James D. Irish,et al.  Fish cage and mooring system dynamics using physical and numerical models with field measurements , 2003 .

[18]  Barbaros Celikkol,et al.  Open ocean aquaculture engineering : Mooring & net pen deployment , 2000 .

[19]  David W. Fredriksson,et al.  Open ocean aquaculture engineering : Numerical modeling , 2000 .

[20]  Michael Isaacson,et al.  Reflection effects on wave field within a harbour , 1993 .