Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2001 - Arctic regions |
From inside the book
Results 1-3 of 88
Page 217
Proceedings of OMAE'01 20th International Conference on Offshore Mechanics and Arctic Engineering June 3-8 , 2001 , Rio de Janeiro , Brazil ESTIMATION OF CARBON AND NUTRIENT FIXATION EFFECTS OF AN ARTIFICIAL LAGOON IN OSAKA BAY Koji ...
Proceedings of OMAE'01 20th International Conference on Offshore Mechanics and Arctic Engineering June 3-8 , 2001 , Rio de Janeiro , Brazil ESTIMATION OF CARBON AND NUTRIENT FIXATION EFFECTS OF AN ARTIFICIAL LAGOON IN OSAKA BAY Koji ...
Page 352
Disis the threshold value , and VMF is the volume of an imaginary Mega Float EVI denotes the index representing the spatial area on which the effects of mussels are exerted and the EVI value is calculated as the volume ratio to the ...
Disis the threshold value , and VMF is the volume of an imaginary Mega Float EVI denotes the index representing the spatial area on which the effects of mussels are exerted and the EVI value is calculated as the volume ratio to the ...
Page 353
1700 1700 1700 NHL # 50 91600 High 1500 11300 POP 1500 1400 1400 -50 50 100 1400 Low Phy COD -50 800 DO -1001 Fig.6 Phytoplankton with / without mussel effects EVI Fig . 10 The EVI and CVI values of each compartment High Low Fig .
1700 1700 1700 NHL # 50 91600 High 1500 11300 POP 1500 1400 1400 -50 50 100 1400 Low Phy COD -50 800 DO -1001 Fig.6 Phytoplankton with / without mussel effects EVI Fig . 10 The EVI and CVI values of each compartment High Low Fig .
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
Copyright | |
32 other sections not shown
Other editions - View all
Common terms and phrases
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