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 92
MATERIALS AND METHODS The behavioral experiments were conducted in a tank using pots with five different slope lengths ... 19 20 21 22 23 24 25 26 27 2 Experimental setup The experiment was conducted in a square tank ( 2 m x 2 m 1 m ) .
MATERIALS AND METHODS The behavioral experiments were conducted in a tank using pots with five different slope lengths ... 19 20 21 22 23 24 25 26 27 2 Experimental setup The experiment was conducted in a square tank ( 2 m x 2 m 1 m ) .
Page 93
The experimental protocol Item Experimental time Data analysis 00:00 am-next day 00:00 am 1s ' experiment 2nd experiment Catch pattern and Selectivity Catch pattern and Selectivity 14:00 pm-netxt day 14:00 pm 18 Data analyses Catch ...
The experimental protocol Item Experimental time Data analysis 00:00 am-next day 00:00 am 1s ' experiment 2nd experiment Catch pattern and Selectivity Catch pattern and Selectivity 14:00 pm-netxt day 14:00 pm 18 Data analyses Catch ...
Page 596
RESULTS DISCUSSION The numerical results have good agreement with the experimental test . As the business reasons mentioned , the performance comparison ( between recent towing tank results and numerical work ) figure can not be shown ...
RESULTS DISCUSSION The numerical results have good agreement with the experimental test . As the business reasons mentioned , the performance comparison ( between recent towing tank results and numerical work ) figure can not be shown ...
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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