Closed mbruggs closed 1 year ago
Thanks @mbruggs , I agreed with it all, so all has been updated!
The one part I didn't do was the $H_{m0}$ to $Hs$ renaming. I recall you mentioned this in your earlier review of the tool too. IEC TS 62600-2 isn't completely consistent, but it's definition section refers to significant wave height as $H{m0}$.
Lets not forget to bring this up with Johannes/ or the rest of the team next time to see if they have any input.
@mbruggs one more point on docs:
One of the bits of feedback was being unclear on how to evaluate the univariate methods. I cannot find any papers that reference it. Characterization of Extreme Wave Conditions for Wave Energy Converter Design and Project Risk Assessment (jsme-08-00289) Section 3.1 talks about comparison of univariate methods but not in a context that applies to what our tool provides.
If you don't mind providing some text on how to compare that would be great! My understanding comes from predictive analytics (train/ test), so I'm not sure if my attempted description would apply here.
T_e
-> $T_e$@mbruggs thanks!
All finished, thanks for review @mbruggs
Some suggestions but feel free to go with what sounds best to you 🙂 . More than happy to talk through any of the suggestions.
General
A better term for Hs would be nice - it looks strange at the moment how we freely fix Hm0, Hm1 and Hm50. Hm0 is sometimes Hm1 or Hm50 or both.
Quality Control
check_timestamp
.Statistics
DLC & Sea state realisations