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 95
The carapace length of captured individuals varied with slope length . Many individuals were less than 25 mm carapace length ( about 1 year old ) . The coon - stripe shrimp changes sex at about 27.5 mm ( 2 years old ) and begins ...
The carapace length of captured individuals varied with slope length . Many individuals were less than 25 mm carapace length ( about 1 year old ) . The coon - stripe shrimp changes sex at about 27.5 mm ( 2 years old ) and begins ...
Page 96
Parameter estimates of SELECT model for traps of each slope length Parameters Slope length of experimental pots ( cm ) 34 44 54 p - fixed p - estimated p - fixed p - estimated p - fixed p - estimated -18.13 -14.72 -23.33 -24.35 -43.96 ...
Parameter estimates of SELECT model for traps of each slope length Parameters Slope length of experimental pots ( cm ) 34 44 54 p - fixed p - estimated p - fixed p - estimated p - fixed p - estimated -18.13 -14.72 -23.33 -24.35 -43.96 ...
Page 97
Here the catch selectivity was analyzed individual of 25 mm carapace length for criterion ; however , it is necessary to conduct detailed investigations on landing size in order to manage shrimp resources . In addition , it is necessary ...
Here the catch selectivity was analyzed individual of 25 mm carapace length for criterion ; however , it is necessary to conduct detailed investigations on landing size in order to manage shrimp resources . In addition , it is necessary ...
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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