Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 4American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 9
... island as the drilling structure . The island was located 7 miles ENE of Cape Brower in about 23 feet ( 7 m ) of water . The island was built by spraying sea water using 5000 gpm ( 20 m3 / min . ) , 200 psi ( 1400 kPa ) pressure pumps ...
... island as the drilling structure . The island was located 7 miles ENE of Cape Brower in about 23 feet ( 7 m ) of water . The island was built by spraying sea water using 5000 gpm ( 20 m3 / min . ) , 200 psi ( 1400 kPa ) pressure pumps ...
Page 10
... island met or exceeded specifications . Instrumentation was installed that continuously monitored the performance of the island during dril- ling . Drilling began February 20 , 1989 and rig release was April 7 , 1989 . The cost to ...
... island met or exceeded specifications . Instrumentation was installed that continuously monitored the performance of the island during dril- ling . Drilling began February 20 , 1989 and rig release was April 7 , 1989 . The cost to ...
Page 16
... ISLAND CONCLUSION 1. Construction of the island was completed on schedule in a safe and efficient manner . 2. Island design and construction costs were within budget . 3. Two pumps were modified to reduce their weight to less than one ...
... ISLAND CONCLUSION 1. Construction of the island was completed on schedule in a safe and efficient manner . 2. Island design and construction costs were within budget . 3. Two pumps were modified to reduce their weight to less than one ...
Contents
OFFSHORE TECHNOLOGY PART | 3 |
ARCTIC STRUCTURES AND OPERATIONS II | 31 |
ICE STRUCTURE INTERACTION I | 75 |
Copyright | |
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analysis angle average Barents Sea beam behavior bergy bit Bohai Sea boundary conditions calculated Canada coefficient computed crack creep buckling crushing deflection deformation density displacement Dow's Lake drilling dynamic effect elastic energy equation ESARC experimental finite element finite element analysis flexural failure floating ice sheet floe fluid foundation fracture toughness freezing frequency grain heat Hobson's Choice horizontal ice cover ice forces ice island ice load ice shedding ice sheet ice temperature ice thickness iceberg icebreaking impact indentation indentor initial interaction locations maximum measured Mechanics method mode modulus Northumberland Strait notch nucleation numerical obtained Offshore parameters permafrost plane platform pore porosity predicted pressure Public Works Canada ratio response ridge saline sample sea ice SED criterion sensors shown in Figure Simulated Sinha soil solution specimens strain rate strength structure tests values vertical vibration Young's modulus