Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2007 - Arctic regions |
From inside the book
Results 1-3 of 85
Page 92
MATERIALS AND METHODS The behavioral experiments were conducted in a
tank using pots with five different slope ... 23cm 1 23cm 23cm 24cm 23 cm 34cm
44con 64cm Experimental individuals The coon - stripe shrimps were collected ...
MATERIALS AND METHODS The behavioral experiments were conducted in a
tank using pots with five different slope ... 23cm 1 23cm 23cm 24cm 23 cm 34cm
44con 64cm Experimental individuals The coon - stripe shrimps were collected ...
Page 93
The experimental protocol Item Experimental time is experiment 00 : 00am - next
day 00 : 00am 2nd experiment 14 : 00pm - netxt day 14 : 00pm Catch pattern and
Selectivity Catch pattern and Selectivity Data analyses Catch mechanism ...
The experimental protocol Item Experimental time is experiment 00 : 00am - next
day 00 : 00am 2nd experiment 14 : 00pm - netxt day 14 : 00pm Catch pattern and
Selectivity Catch pattern and Selectivity Data analyses Catch mechanism ...
Page 596
RESULTS DISCUSSION The numerical results have good agreement with the
experimental test . As the business reasons mentioned , the performance
comparison ( between recent towing tank results and numerical work ) figure can
not be ...
RESULTS DISCUSSION The numerical results have good agreement with the
experimental test . As the business reasons mentioned , the performance
comparison ( between recent towing tank results and numerical work ) figure can
not be ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
OCEAN SPACE UTILIZATION | 1 |
00000000000000000000000000000000 | 11 |
OMAE200729557 | 17 |
Copyright | |
22 other sections not shown
Other editions - View all
Common terms and phrases
analysis applied approach ASME beach blade body bottom boundary breaking breakwater calculated coefficient compared comparison computed connection considered Copyright density depth developed device direction displacement distribution effect efficiency element energy Engineering equation estimated experimental experiments factor Figure floating flow fluid force foundation frequency function given increase installed International length limit linear load maximum mean measured Mechanics method motion natural nonlinear observed obtained Ocean offshore offshore wind operation parameters performance period pile pipe pipeline position potential predicted present pressure problem ratio reference relative reported Research respectively response rotor scale scour selected shown shows significant simulation soil solution speed standard stress structure surface Table Technology tidal unit University velocity vertical wave wave height wind turbine