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Enhanced Fujita Ratings Debate Thread

Oh ok well that's good to see. Maybe he just mispoke. The fact he collaborated with Lyza says a lot and changes my perspective on him completely
Jim was actually speaking in support of Tony Lyza’s research and sentiments here, but maybe didn’t articulate it too clearly. Essentially, this video is somewhat of a coded message saying “Ok we’ve been underrating tornadoes, here are some examples of that happening, and here’s where the bar is now for ratings and how to apply the scale in a more accurate way”. None of that was said explicitly, but reading between the lines, that’s the crux of it. He’s using discretion instead of saying “Whoops, we’ve been totally screwing this up for about two decades or so. Sorry about that!”

While Jim has been associated with some questionable EF scale/rating stuff in his earlier years, he’s actually been one of the most reasonable people in the field for a while now. He was one of the first people to promote tree stubbing/debarking as a violent tornado indicator by itself, is a big proponent of factoring in contextual damage and non-DIs, and played a crucial role in assigning EF5 ratings to homes following Moore 2013 in a reasonable manner.

In this most recent presentation, he explicitly instructs NWS surveyors to not play it overly conservative, reminds them that the scale is designed with average houses in mind, and says to not expect “a fortress” when it comes to EF5 house damage. In all, I don’t think we can really ask for better than that, and I’m honestly surprised that Jim is not more celebrated in the armchair tornado damage/EF scale community. Lately, he’s been supporting what many of us have been saying for years, and his voice is exactly what is needed right now.
 
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Also one more thing I want to circle back to something another user posted about. This sort of got glazed over and buried in the thread, but it’s extremely significant. In the proposed new scale, root ball displacements (trees getting ripped out of the ground and thrown) have an expected damage starting at EF4 and can be rated EF5.

IMG_0142.jpeg

That’s huge! That means we have another way besides the “Enderlin method” to rate tornadoes EF5 independent of any structural damage. While “greater than typical resistance” hasn’t been defined yet, people have pointed out that a tree with no leaves would give the wind less surface area to grab onto. People have also pointed out that this happened in Bremen. How crazy would it be if Mayfield finally gets the rating it deserves based on tree damage?

Also, adjusting to this “new” definition of EF5 damage and this much less conservative approach to damage surveying has honestly left my head spinning. It’s been a bit of an adjustment. So many tornadoes that I’ve said “don’t meet the stringent EF5 criteria”, now can meet that criteria between the standards used in Jim LaDue’s presentation, the upcoming new tree scale, and by using mathematics to calculate windspeed to move heavy objects. I’ve gone from defending Mayfield’s high-end EF4 rating not because I agree with it, but because of the standards being used at that time, to realizing Mayfield now can likely be rated EF5 in some way due to the standards changing. I always go by what the current EF scale practices are, and as a result, my definition for what constitutes as EF4 and EF5 damage has dropped a s**t-ton essentially overnight. Not that this is a bad thing at all, as I just want to see accurate ratings too.
 
Excellent news all around. No complaints from me. Especially when initial internal talks to begin reevaluations of past surveys are ongoing throughout the nws apparently. (no plans yet made though)
 
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Chapman wasn’t rated EF5 because the immediate area around the house that was obliterated wasn’t swept clean to the survey team’s liking. It literally came down to some bricks left piled up next to the basement foundation. So their logic was literally “A concrete foundation stemwall literally being ripped apart, bent railroad tracks, cars and multi-ton farm machinery lofted and mangled, and severe scouring and debarking all carry less weight in terms of the rating compared to some loose bricks left on the ground next to the foundation”.

Totally ridiculous, I know. It’s a perfect example of surveyors being totally fine with using some minute contextual factor to downgrade, while ignoring multiple other huge pieces of contextual evidence that just scream for an upgrade. It’s a double standard, and not even a subtle one. That kind of logic can’t just be a one way street. It has to go both ways.
very well built homes that have all the walls down but not swept clean can be rated EF5 on the new scale.
1760167926458.png
 
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While “greater than typical resistance” hasn’t been defined yet, people have pointed out that a tree with no leaves would give the wind less surface area to grab onto. People have also pointed out that this happened in Bremen. How crazy would it be if Mayfield finally gets the rating it deserves based on tree damage?
I think Matador also did this IIRC, and to mesquite trees. Possibly guaranteed EF5 there.
 
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Also one more thing I want to circle back to something another user posted about. This sort of got glazed over and buried in the thread, but it’s extremely significant. In the proposed new scale, root ball displacements (trees getting ripped out of the ground and thrown) have an expected damage starting at EF4 and can be rated EF5.

View attachment 47157

That’s huge! That means we have another way besides the “Enderlin method” to rate tornadoes EF5 independent of any structural damage. While “greater than typical resistance” hasn’t been defined yet, people have pointed out that a tree with no leaves would give the wind less surface area to grab onto. People have also pointed out that this happened in Bremen. How crazy would it be if Mayfield finally gets the rating it deserves based on tree damage?

Also, adjusting to this “new” definition of EF5 damage and this much less conservative approach to damage surveying has honestly left my head spinning. It’s been a bit of an adjustment. So many tornadoes that I’ve said “don’t meet the stringent EF5 criteria”, now can meet that criteria between the standards used in Jim LaDue’s presentation, the upcoming new tree scale, and by using mathematics to calculate windspeed to move heavy objects. I’ve gone from defending Mayfield’s high-end EF4 rating not because I agree with it, but because of the standards being used at that time, to realizing Mayfield now can likely be rated EF5 in some way due to the standards changing. I always go by what the current EF scale practices are, and as a result, my definition for what constitutes as EF4 and EF5 damage has dropped a s**t-ton essentially overnight. Not that this is a bad thing at all, as I just want to see accurate ratings too.
I am actually so happy that this very strict era of surveying is coming to a end. This puts plenty of tornadoes in contention and I'm curious if Matador did this type of tree damage. That tornado has a lot more evidence of higher end intensity now with the new guidelines. This gives many tornadoes that just didn't fit the criteria a very major change in how they are viewed. Without the train in Mayfield, I'm very confident that in Bremen, it was no doubt EF5 intensity.
 
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Mayfield, by a good margin. Matador, however, is a Top 10 strongest of all time tornado, but I didn't mention it since no EF5 structural damage was caused - although I'm not sure if what it did to that forest meets the EF5 DI in the upcoming forest damage category in the updated EF scale.
Matador deleted and displaced whole groves of honey mesquite, trees with deep roots and very dense wood. Would be EF5-210 on the revised scale's multi-tree DI.
 
Matador deleted and displaced whole groves of honey mesquite, trees with deep roots and very dense wood. Would be EF5-210 on the revised scale's multi-tree DI.
Of course this is just ranging it on the scale, but this proves my suspicions Matador was pretty high end. Also, here's this:
The car damage from Matador WILL NEVER cease to amaze me. If you rate it on houses, it maxes out at like mid end EF4, if on contextuals, i think it's EF5
 

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