Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2007 - Arctic regions |
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Page 34
The main parameters are shown in Table 3 Table 4 shows the comparison of the parameters associated with the full scale DOMS design with the Duarte tests . Table 4 shows that velocity , flow regime number , and air flow were investigated ...
The main parameters are shown in Table 3 Table 4 shows the comparison of the parameters associated with the full scale DOMS design with the Duarte tests . Table 4 shows that velocity , flow regime number , and air flow were investigated ...
Page 159
Table 1 : Physical soil properties . Soil Density Wetness Dry sand 1900 kg / m NA Wet sand 2150 kg / m 13-17 % Silty sand 2200 kg / m 20-22 % RESULTS The results from the tests in different soils will be presented further .
Table 1 : Physical soil properties . Soil Density Wetness Dry sand 1900 kg / m NA Wet sand 2150 kg / m 13-17 % Silty sand 2200 kg / m 20-22 % RESULTS The results from the tests in different soils will be presented further .
Page 177
Table 1 : Ocean Ice in the Bay of Fundy at Sites with Harvestable Tidal Currents Ocean Ice and Tidal Power in Northern Canada The impact of ocean ice on the harvest of tidal power is not likely to be restricted to the headwaters of the ...
Table 1 : Ocean Ice in the Bay of Fundy at Sites with Harvestable Tidal Currents Ocean Ice and Tidal Power in Northern Canada The impact of ocean ice on the harvest of tidal power is not likely to be restricted to the headwaters of the ...
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Contents
OCEAN SPACE UTILIZATION | 1 |
OMAE200729521 | 11 |
OMAE200729557 | 17 |
Copyright | |
59 other sections not shown
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Common terms and phrases
amplitude analysis applied approach ASME blade body bottom boundary breaking breakwater calculated coefficient compared computed connection considered Copyright density depth direction displacement distribution effect element elevation energy Engineering equation estimated experimental experiments factor failure Figure floating flow fluid force foundation frequency function given grout increase installed International length limited linear load maximum mean measured Mechanics method motion natural nonlinear observed obtained Ocean offshore offshore wind operation parameters performance period pipe position potential predicted present pressure problem ratio REFERENCES relative Research respectively response risk rotor scale scour shown shows significant simulation solution speed standard stress structure submerged surface Table Technology theory unit University velocity vertical wave wave height wind turbine
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 2007 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791842711, 9780791842713 |
| Export Citation | BiBTeX EndNote RefMan |