Revise floating tower with MIT-Univ Porto design#164
Conversation
|
@tkbadtu - keeping this as a draft PR until the HAWC2 modifications are added. |
Thanks @gbarter, great to see the floating tower integrated. Happy to help if you need anything |
|
Shout out to @dzalkind for conducting additional load studies too. Dan- let me know if you see anything missing from the OpenFAST changes. |
|
Last (top) tower section needs to be modified to match existing height (164.386m) and diameter (6m) for yaw bearing compatibility. |
tkbadtu
left a comment
tkbadtu
left a comment
There was a problem hiding this comment.
The revised floating tower model has been checked and verified in HAWC2.
…nal_equivalent_loads.xlsx with revised floating tower
…nal_extreme_loads.xlsx with revised floating tower
…nal_extreme_loads_blade_full.xlsx with revised floating tower
|
HAWC2 input and result file updates for the revised floating tower have now also been committed to the floating_tower branch. |
|
@fzahle - Are you good with this update? We would likely want to stamp a v1.1.0 release with this change. Happy to discuss live too if the Github comments are inadequate. |
4 participants
Use the floating tower design from @Joao97ribeiro and described here.
Should be merged after #163
Once merged, should consider tagging as v1.1.