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 29
Churn Turbulent ” flow ) occurs at higher air and liquid flow rates . In this regime the turbulence breaks up the larger bubbles . Smaller bubbles mix with the fluid and have relatively little relative velocity . As the air flow rate ...
Churn Turbulent ” flow ) occurs at higher air and liquid flow rates . In this regime the turbulence breaks up the larger bubbles . Smaller bubbles mix with the fluid and have relatively little relative velocity . As the air flow rate ...
Page 259
To this purpose various numerical tools are becoming available which allow for an accurate quantitative assessment of the local flow - sediment - pipe interaction . Among them we find all the models which permit prediction of the ...
To this purpose various numerical tools are becoming available which allow for an accurate quantitative assessment of the local flow - sediment - pipe interaction . Among them we find all the models which permit prediction of the ...
Page 345
Proceedings of the 26th International Conference on Offshore Mechanics and Arctic Engineering OMAE2007 June 10-15 , 2007 , San Diego , California , USA INTERACTION OF WAVES WITH A STEADY INTAKE / DISCHARGE FLOW EMANATING FROM A 3 - D ...
Proceedings of the 26th International Conference on Offshore Mechanics and Arctic Engineering OMAE2007 June 10-15 , 2007 , San Diego , California , USA INTERACTION OF WAVES WITH A STEADY INTAKE / DISCHARGE FLOW EMANATING FROM A 3 - D ...
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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