Comments (4)
@jennirinker - This is an awesome display of Github communication prowess! Yes, of course it is okay to open a PR to restore the files to their current design intent. I am certainly guilty of some hubris here in that 2021 change you mentioned went forward because WISDEM continued to interpret the tower the same way with the revised yaml, but none of the other codes did. Thank you for both documenting the issue and offering to correct my errors.
Most of our CI checks ensure that things run, and a couple of them check that OF and HAWC2 are equivalent. We may want to think about a new test for the tower, or maybe a regression test in some way.
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Some more documentation.
Here is a comparison of the current yaml file with what was in the original report:
From this, it looks like the yaml points were calculated by linearly interpolating the existing discrete points.
Here is a comparison of the HAWC2/ElastoDyn models with the yaml. HAWC2 matches the yaml, ElastoDyn does not. Neither of them match the original design.
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@gbarter I would like to start a PR that:
- changes the tower definition in the yaml back to the definition in the original report
- updates the HAWC2/OpenFAST models to match this definition
- Adds a new test -- exact nature TBD
- [optional] updates the Excel documentation to match this interpretation
- [optional] adds some documentation explaining how the tower is interpreted/defined from the yaml
(Note that I would probably not be the person updating the OpenFAST model and the Excel file, as I think these are done via WISDEM tools.)
Would that be okay with you? Anything you would prefer instead?
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@gbarter Thank you for the compliment! I'm trying to be exemplary for this repo to save you from answering the same question a thousand times haha.
I love the idea of the new test -- I updated the list above to include it. In the PR we'll have to align on exactly what we want that test to look like. I have a few ideas, but some might be more troublesome than others.
I'll go ahead and start the PR over the course of the week, but it will be a WIP because I'll have to rebase off the 1.15 release before we can merge it.
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Related Issues (20)
- Unexpected difference in platform motions(IEA 15MW Semi-sub) with and without a cable (Steep wave) HOT 1
- CAD models all show anti clockwise rotation HOT 1
- Running problem with IEA-15-240-RWT-UMaineSemi Openfast model HOT 1
- IEA-15-240-RWT-Umainesemi encountered bad real number HOT 4
- Why have I replaced the latest DISCON.IN, or is there an error HOT 1
- The VTK file can't be created when considering the difference-frequency 2nd-order wave kinematics? HOT 3
- When I run the IEA-15MW model, I am prompted with an error DISCON error.
- The ServoDyn module seems doesn't work HOT 3
- zsh: segmentation fault openfast IEA-15-240-RWT-Monopile.fst HOT 3
- A problem about some data of CarbonUD is 0 in lines 817, 818, and 819 of the IEA-15-240-RWT.yaml file HOT 5
- Confirmation of Mooring Line Diameter for the UMaineSemi Model HOT 4
- starting simulation of IEA-15MW RWT UMaineSemi HOT 3
- controller does not works in SIMA software HOT 1
- simulation error 15MW monopile with comphydro deactivated HOT 2
- BModes .bmi and _tower_secs.dat files for the tower of the UMaine SS HOT 9
- Damping ratios UMaine VoluturnUS-S FOWT HOT 3
- IEA-15-240-RWT-UMaineSemi Operational issues HOT 5
- QTF of UMaine VolturnUS-S platform calculated by Nemoh is inconsistent with the results given by WAMIT. HOT 5
- Time histories of free decay tests for each DoF HOT 2
- Deviations between the 6*6 stiffness through SONATA results and the origin BeamDyn blade data HOT 11
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