Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 4American Society of Mechanical Engineers, 1990 - Arctic regions |
From inside the book
Results 1-3 of 41
Page 62
The formation of upper ice layer introduces an additional heat resistance which slows down the freezing . This phenomenon is especially important for the water layers thicker than 5 cm . FORMULATION condition is determined by ...
The formation of upper ice layer introduces an additional heat resistance which slows down the freezing . This phenomenon is especially important for the water layers thicker than 5 cm . FORMULATION condition is determined by ...
Page 63
Air temperature -30 ° c , air humidity 50 % , windspeed 4 m / s , cloudless skies , duration of brine delivery 15 min , and thickness of new ice layer 1.5 and 7.5 cm . from the initial moment to the time when all the water is frozen ...
Air temperature -30 ° c , air humidity 50 % , windspeed 4 m / s , cloudless skies , duration of brine delivery 15 min , and thickness of new ice layer 1.5 and 7.5 cm . from the initial moment to the time when all the water is frozen ...
Page 65
The differential heat balance equation for the top ice layer may be written in the following form : ( ° c ) -4 EXPERIMENT 12 оты TEMPERATURE 6 ATA отз T2 -8 T + Piccoli T , L OTA dt T , - T , L ki + 2k , 2 12 14 16 TIME ( h ) ( b ) This ...
The differential heat balance equation for the top ice layer may be written in the following form : ( ° c ) -4 EXPERIMENT 12 оты TEMPERATURE 6 ATA отз T2 -8 T + Piccoli T , L OTA dt T , - T , L ki + 2k , 2 12 14 16 TIME ( h ) ( b ) This ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
Foundation Performance of Gravity Base Structures | 1 |
OFFSHORE TECHNOLOGY PART | 3 |
ARCTIC STRUCTURES AND OPERATIONS II | 31 |
Copyright | |
14 other sections not shown
Other editions - View all
Common terms and phrases
analysis angle applied Arctic assumed average beam behavior boundary calculated compared compressive computed conducted considered constant crack creep crushing deflection dependent depth described determined direction displacement distribution effect elastic element energy Engineering equation experimental experiments failure field Figure finite floe fluid force foundation fracture freezing frequency function given grain heat horizontal ice sheet iceberg impact included increase indicates initial interaction island layer length load locations material maximum mean measured Mechanics method mode natural numerical observed obtained occur Offshore parameters performed platform predicted present pressure problem range relative reported Research resistance respectively response saline sample shear shown shows Simulated slab soil solution specimens strain rate strength stress structure surface Table temperature tests thickness values velocity vertical