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 101
Figure 4 shows the categorization by target of activity . More than half the facilities for which NPO legal entities have been selected under the specified manager system have to do with marine recreation . Categorizing the content of ...
Figure 4 shows the categorization by target of activity . More than half the facilities for which NPO legal entities have been selected under the specified manager system have to do with marine recreation . Categorizing the content of ...
Page 201
Figures 10 - 12 show Ky at o = 24 ( atmospheric ) and Figures 13 - 15 show Ky at o , = 8 ; Figures 16 - 18 give 10KQ values at oy = 24 ... The lowest curve in Figure 10 i.e. the lowest generated thrust curve is the 0.22r DOC condition .
Figures 10 - 12 show Ky at o = 24 ( atmospheric ) and Figures 13 - 15 show Ky at o , = 8 ; Figures 16 - 18 give 10KQ values at oy = 24 ... The lowest curve in Figure 10 i.e. the lowest generated thrust curve is the 0.22r DOC condition .
Page 335
The applicable wave theory based on the chart presented in Figure 23 , [ 7 ] is the Cnoidal theory . The predicted wave profile presented in Figure 18 and Figure 19 show a Cnoidal - like wave . The theory applicable to Wave 2 based on ...
The applicable wave theory based on the chart presented in Figure 23 , [ 7 ] is the Cnoidal theory . The predicted wave profile presented in Figure 18 and Figure 19 show a Cnoidal - like wave . The theory applicable to Wave 2 based on ...
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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