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Enhanced Fujita Ratings Debate Thread

The goldsby tornado slabbed numerous very well built, very well anchored homes as we all know.
Yes - the convo was about Chickasha, not Goldsby. Goldsby 100% would have been rated EF5 today, and quite possibly ANY period with the exception of 2011 and the very worst of La Plata and Vilonia Syndromes.

Also, I think I found another victim of La Plata Syndrome:
Even after an unprecedented reassessment of [Worcester 1953's] damages in 2005, a panel of experts assembled by the National Weather Service determined that anchoring techniques for the homes that were swept away or had completely vanished could not be determined. Without a proper engineering qualification, it would be nearly impossible to determine with 100% accuracy which damage was F5 and which was F4, as appearances would be similar. As a result, the panel decided that the rating would remain a high-end F4.

La Plata Syndrome: So bad, it even screwed up the rating of a 52 year old tornado.
 
Hey everyone been lurking and haven't posted in a while. With potential re-ratings i wonder if they would look at the Barnesville tornado in 2011. I read an article from Tornado Talk that in their opinion, a well-built home was swept away in EF5 fashion. April 27 2011 was so extreme that iI wonder if EVERY major tornado was CAPABLE of EF5 damage that day.
Oh man i forgot about Barnesville! The house wasn't just well built, it was less than two years old, and it was built to hurricane specifications. The foundation was built of firmly reinforced and fully filled/sealed concrete masonry, encased on the outside by brick veneer. It rose a little less than a foot above the ground. Some additional reinforced masonry columns were located in the open space inside the foundation. The house was torn loose and thrown 50 yards, with only a few remaining pieces of plumbing and brick inside the foundation. The rest of the house was granulated with tiny fragments scattered into the forest.

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Here's the REALLY interesting part. In the Jim Ladue presentation @ColdFront shared in here, there was a slide about anchoring methods and where they rank in the "lower bound" to "upper bound" DI spectrum. Look at the #1 anchoring method. Strap wraps. The exact same kind used in this home that you can clearly see were ripped in half from underneath the base plate. This is highly indicative of a strong continuous load path from roof to foundation. Barnesville wasn't just an EF5, It was a high end EF5 with Upper Bound DOD 10 wind speeds. That is 220 mph winds as explicitly outlined in the current version of the EF scale.

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Yes - the convo was about Chickasha, not Goldsby. Goldsby 100% would have been rated EF5 today, and quite possibly ANY period with the exception of 2011 and the very worst of La Plata and Vilonia Syndromes.

Also, I think I found another victim of La Plata Syndrome:


La Plata Syndrome: So bad, it even screwed up the rating of a 52 year old tornado.

IMG_8434.jpeg
Oh hey the tornado from my Twitter profile
 
Oh man i forgot about Barnesville! The house wasn't just well built, it was less than two years old, and it was built to hurricane specifications. The foundation was built of firmly reinforced and fully filled/sealed concrete masonry, encased on the outside by brick veneer. It rose a little less than a foot above the ground. Some additional reinforced masonry columns were located in the open space inside the foundation. The house was torn loose and thrown 50 yards, with only a few remaining pieces of plumbing and brick inside the foundation. The rest of the house was granulated with tiny fragments scattered into the forest.

View attachment 47366
View attachment 47367View attachment 47368

Here's the REALLY interesting part. In the Jim Ladue presentation @ColdFront shared in here, there was a slide about anchoring methods and where they rank in the "lower bound" to "upper bound" DI spectrum. Look at the #1 anchoring method. Strap wraps. The exact same kind used in this home that you can clearly see were ripped in half from underneath the base plate. This is highly indicative of a strong continuous load path from roof to foundation. Barnesville wasn't just an EF5, It was a high end EF5 with Upper Bound DOD 10 wind speeds. That is 220 mph winds as explicitly outlined in the current version of the EF scale.

View attachment 47369
Oh man i forgot about Barnesville! The house wasn't just well built, it was less than two years old, and it was built to hurricane specifications. The foundation was built of firmly reinforced and fully filled/sealed concrete masonry, encased on the outside by brick veneer. It rose a little less than a foot above the ground. Some additional reinforced masonry columns were located in the open space inside the foundation. The house was torn loose and thrown 50 yards, with only a few remaining pieces of plumbing and brick inside the foundation. The rest of the house was granulated with tiny fragments scattered into the forest.

View attachment 47366
View attachment 47367View attachment 47368

Here's the REALLY interesting part. In the Jim Ladue presentation @ColdFront shared in here, there was a slide about anchoring methods and where they rank in the "lower bound" to "upper bound" DI spectrum. Look at the #1 anchoring method. Strap wraps. The exact same kind used in this home that you can clearly see were ripped in half from underneath the base plate. This is highly indicative of a strong continuous load path from roof to foundation. Barnesville wasn't just an EF5, It was a high end EF5 with Upper Bound DOD 10 wind speeds. That is 220 mph winds as explicitly outlined in the current version of the EF scale.

View attachment 47369
This tornado always interests me because I was a few miles south of where this tornado crossed Interstate 75. Driving back to Atlanta the next day I saw a very wide damage path of sheared off and debarked trees on both sides of the interstate.
 
Who is sweeping stuff under the rug?

I’m not sure what exactly you’re arguing here because you keep couching it in different areas. You keep saying you’re on the fence, but you think it had EF5 winds, the rating was strange, or the calculations were wrong, or maybe something was off etc.

Is your argument you think they got the calculations wrong? That it was hastily put out?
I didn't mean sweep under the rug in some conspiratorial sense, just that I've seen so many people disregard any problems just because it took 3 months for the the engineers to put out the rating, idk how else I would've worded it but I'm not some tinfoil hat guy. Also I do think all the things you said, and they all connect into each other, I do think it was an EF5 strength tornado, but I'm a rating sense I think it is a very odd scenario, as would any tornado after 12 years getting EF5, and I don't really know if I think it should be EF5 or not, I do not think the calculations are wrong, they did the math and the parameters they used gave them the results that the math turned out as, but there are things in the math that were assumed incorrectly, the tanker car did touch the ground in some areas, it wasn't continually lofted. The grain car was not subjected to static horizontal loading because that isn't how winds In tornadoes are (now if some extreme assuming was done to try and assume the forces acted on the car in every direction, it's probably be just as bad of an example because we dont actually know how it happened) I don't think the calculations were rushed at all because it did take 3 months, but the situations that the math set up to calculate aren't exactly what happened at least from what I've seen come up in the last few days.
 
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Exactly! There’s clear precedent for upgrading, and even downgrading months after the fact. Rainsville in 2011, Elkhorn as you mentioned, El Reno 2013 was downgraded from 5 to 3!

I would give his argument some credence if FGF handed out the rating a week later. However, this took months and I’m positive the little back of napkin math that Tim Marshall shared publicly was not the only analysis they did.
You are right, it's likely not the only analysis they did, but at least from my knowledge no where else has the math for the grain car been released except the excerpt from Marshall on Facebook. And I do not see the problem with finding the rating odd, this method of rating a tornado, with the NTP method, has never been used for an official rating. Not even on the tornadoes found to be EF5 strength in Canada, and then it's first implementation is for the first EF5 in 12 years, all of the other examples given were within the EF scale itself which already had "clear" guidelines for years, even for El Reno, DOW radar had been used in ratings before that multiple times. I understand why they implemented it at this moment, it's such an extreme example of what the NTP method was trying to find, but for the first use to be the reasoning to officially rate something EF5 just feels wild to me, not wild because it's bad necessarily but wild because it's actually rated EF5, I was watching Minecraft videos on my iPad the last time an EF5 was rated as such.
 
I didn't mean sweep under the rug in some conspiratorial sense, just that I've seen so many people disregard any problems just because it took 3 months for the the engineers to put out the rating, idk how else I would've worded it but I'm not some tinfoil hat guy. Also I do think all the things you said, and they all connect into each other, I do think it was an EF5 strength tornado, but I'm a rating sense I think it is a very odd scenario, as would any tornado after 12 years getting EF5, and I don't really know if I think it should be EF5 or not, I do not think the calculations are wrong, they did the math and the parameters they used gave them the results that the math turned out as, but there are things in the math that were assumed incorrectly, the tanker car did touch the ground in some areas, it wasn't continually lofted. The grain car was not subjected to static horizontal loading because that isn't how winds In tornadoes are. I don't think the calculations were rushed at all because it did take 3 months, but the situations that the math set up to calculate aren't exactly what happened at least from what I've seen come up in the last few days.
There's nothing wrong with questioning it, and I can see the logic there. However, and please correct me if I'm wrong about this, but isn't this pretty much what they do for damage calcs across the board, specifically for homes and buildings? Intuition tells me that math involving these things would not only be extraordinarily nontrivial to solve, but also would increase the uncertainty involved with said calculation to a drastic degree, so much so that it becomes useless to do so in the first place. I'm pretty unsure on whether or not we can take these things into account super accurately without making the math painfully ridiculous. I don't even know how well computers can solve such things - If we were to take into account some sort of extra factor, such as a "rocking" motion preceding a tip-over or loft, I imagine it isn't as easy as calculating for a damped/driven oscillator when it comes to getting wind calculations.

I was initially against an EF5 rating for Enderlin for the very reason of "horizontal wind calcs." But I trust the people who survey the damage for a living more than my own intuition when it comes to damage like that. I will say that the heavier trains being "bent" towards the direction of movement, with the wheels dragging through the mud, does seem to indicate that the vast majority of the wind was indeed horizontal here as well.

EDIT: Additionally, just because we haven't seen it due to EF scale contingencies doesn't invalidate the rating. If anything, it's fantastic - it means they're finally broadening their view on what constitutes as EF4+ damage, and this is very good to see. Again, hopefully this opens the door on reanalysis of past tornadoes.
 
The problem is that basically everything to do with tornado ratings involves some sort of assumptions given the complex nature of the wind fields and damage patterns (and inability to actually observe the winds themselves). The least we can do is use some math to approximate the wind speeds that could have resulted in a certain phenomenon happening. Same goes for photogrammetry and radar estimates.

I will also say that FGF going back and upgrading some of the other DIs that warranted EF4 ratings was a big plus to this whole operation. If we were able to do that for more old tornadoes, well, we've already been discussing ad nauseam the possibilities.
 
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The problem is that basically everything to do with tornado ratings involves some sort of assumptions given the complex nature of the wind fields and damage patterns (and inability to actually observe the winds themselves). The least we can do is use some math to approximate the wind speeds that could have resulted in a certain phenomenon happening. Same goes for photogrammetry and radar estimates.

I will also say that FGF going back and upgrading some of the other DIs that warranted EF4 ratings was a big plus to this whole operation. If we were able to do that for more old tornadoes, well, we've already been discussing ad nauseam the possibilities.
The consequences of potentially overrating wind speeds from time to time (by doing math based on incorrect assumptions) are far better than being too cautious to assume anything (therefore not trusting any of the math) and underrating them almost 100% of the time.

Even the EF scale is basically making the safest assumptions possible with wind speeds, but most surveyors won't even trust those. It's crazy.
 
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The consequences of potentially overrating wind speeds from time to time (by doing math based on incorrect assumptions) are far better than being too cautious to assume anything (therefore not trusting any of the math) and underrating them almost 100% of the time.

Even the EF scale is basically making the safest assumptions possible with wind speeds, but most surveyors won't even trust those. It's crazy.
Dark woke take: Enderlin is not an ef5 because, even though it takes winds in excess of 200 mph to do what it did to those grain cars, 200 mph windspeeds don't actually do the damage the ef scale says they do. IE it takes winds much higher than 200 to do classic ef5 damage.
 
Dark woke take: Enderlin is not an ef5 because, even though it takes winds in excess of 200 mph to do what it did to those grain cars, 200 mph windspeeds don't actually do the damage the ef scale says they do. IE it takes winds much higher than 200 to do classic ef5 damage.
semantics and all that jazz….
 
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