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 145
A sample comparison of the finite element results and regression analysis results is shown in Figure 9 for three soil friction angles ( 30 ° , 40 ° , and 50 ° ) , a full ice - pipe contact and a 0.5m burial depth .
A sample comparison of the finite element results and regression analysis results is shown in Figure 9 for three soil friction angles ( 30 ° , 40 ° , and 50 ° ) , a full ice - pipe contact and a 0.5m burial depth .
Page 146
Gouge Depth Figure 11 presents the sensitivity of the pipeline annual non - performance probability to gouge depth . Results are displayed as a function of the 1 / 10,000 gouge depth with values ranging from 0.55m as considered so far ...
Gouge Depth Figure 11 presents the sensitivity of the pipeline annual non - performance probability to gouge depth . Results are displayed as a function of the 1 / 10,000 gouge depth with values ranging from 0.55m as considered so far ...
Page 167
Influence of the scour depth : The influence of the scour depth on the pipe displacements and stresses are shown in ... pattern for a range of scour depths from about 1 m to 1.8 m for a 36 inch pipe buried 2 m deep in to the seabed .
Influence of the scour depth : The influence of the scour depth on the pipe displacements and stresses are shown in ... pattern for a range of scour depths from about 1 m to 1.8 m for a 36 inch pipe buried 2 m deep in to the seabed .
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Contents
OCEAN SPACE UTILIZATION | 1 |
OMAE200729521 | 11 |
OMAE200729557 | 17 |
Copyright | |
59 other sections not shown
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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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 2007 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791842711, 9780791842713 |
| Export Citation | BiBTeX EndNote RefMan |