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 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 ...
Page 178
The Bay of Fundy in Nova Scotia is the logical place to begin the development of ice - tolerant tidal current harvesting devices , since , of the five most powerful sites in Canada , the Bay of Fundy has the least challenging ice ...
The Bay of Fundy in Nova Scotia is the logical place to begin the development of ice - tolerant tidal current harvesting devices , since , of the five most powerful sites in Canada , the Bay of Fundy has the least challenging ice ...
Page 513
This is due to the relatively slow speed of tidal currents which does not allow for the economic development of underwater turbines in tidal regions . This paper investigates whether it is possible to increase locally the current speed ...
This is due to the relatively slow speed of tidal currents which does not allow for the economic development of underwater turbines in tidal regions . This paper investigates whether it is possible to increase locally the current speed ...
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Contents
OCEAN SPACE UTILIZATION | 1 |
OMAE200729521 | 11 |
OMAE200729557 | 17 |
Copyright | |
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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