Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 124
Fig - 3 shows the entire calculated values of the mobilized effective soil friction angle ratio from the small - scale laboratory model tests ( 2 ] and the centrifuge model tests . The solid line in the figure indicates the variation of ...
Fig - 3 shows the entire calculated values of the mobilized effective soil friction angle ratio from the small - scale laboratory model tests ( 2 ] and the centrifuge model tests . The solid line in the figure indicates the variation of ...
Page 215
Plot of predicted values of total phosphorus against observations of it . 10 3000 · Total Nitrogen 5 2400 30 1800 0 0 5 10 15 20 25 Observations ( ° C ) Figure 10. Plot of predicted values of water temperature against observations of it ...
Plot of predicted values of total phosphorus against observations of it . 10 3000 · Total Nitrogen 5 2400 30 1800 0 0 5 10 15 20 25 Observations ( ° C ) Figure 10. Plot of predicted values of water temperature against observations of it ...
Page 353
10 The EVI and CVI values of each compartment High Low Fig . 7 Dissolved Oxygen without with mussel effects results . This is the result taking the threshold value Dis = 10 . CVI denotes the averaged rate of concentration variation due ...
10 The EVI and CVI values of each compartment High Low Fig . 7 Dissolved Oxygen without with mussel effects results . This is the result taking the threshold value Dis = 10 . CVI denotes the averaged rate of concentration variation due ...
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Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
Copyright | |
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amplitude analysis angle applied arrangement assumed beam bending body bottom breakwater bridge calculated chamber coefficient compared components concept Conference considered construction deformation depth described developed device direction displacement distribution dynamic effect elastic element Engineering equation evaluate experiment experimental field Figure floating structure flow force frequency function girder horizontal hydrodynamic hydroelastic increase International irregular waves Japan layer length linear load maneuvers mass mean measured Mega-Float method mode modules mooring motion observed obtained ocean Offshore operation performance position predicted present pressure problem Proceedings ratio reduce reef region Research respectively response rigid scale ship shown shows side significant simulation spectrum submerged plate surface Table Tokyo turbine University vertical VLFS wave energy wave height wave period wind
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, 2001 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791835383, 9780791835388 |
| Export Citation | BiBTeX EndNote RefMan |