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 40
... icebergs , big or small , but particularly in certain years 2000 is the next high iceberg year if my ideas are anywhere near correct . 2.6 Figure 4 shows the flow patterns and rates of iceberg drift south , and demonstrates the main ...
... icebergs , big or small , but particularly in certain years 2000 is the next high iceberg year if my ideas are anywhere near correct . 2.6 Figure 4 shows the flow patterns and rates of iceberg drift south , and demonstrates the main ...
Page 41
... iceberg , is its very vulnerability . If we can alter the current flow round the platform we will avoid a direct hit and should deflect the iceberg entirely . 4.6 How can we change the flow pattern round the platform quickly and ...
... iceberg , is its very vulnerability . If we can alter the current flow round the platform we will avoid a direct hit and should deflect the iceberg entirely . 4.6 How can we change the flow pattern round the platform quickly and ...
Page 304
... iceberg analysis consisted of an iceberg distribution mapping as well as a detailed digital analysis of the imagery for iceberg characteristics . The iceberg distribution mapping resulted in location maps such as that shown in Figure 8 ...
... iceberg analysis consisted of an iceberg distribution mapping as well as a detailed digital analysis of the imagery for iceberg characteristics . The iceberg distribution mapping resulted in location maps such as that shown in Figure 8 ...
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