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Enhanced Fujita Ratings Debate Thread

Is this the home in question in Oak Grove?

View attachment 39596
That is the Oak Grove home, yes. Very impressive in size and appearance, but those two things do not automatically mean it was extremely well-constructed.

Though I do agree it WAS well-constructed enough for an EF5 rating. Would it get that rating today? Based on the block foundation, no.
 
That is the Oak Grove home, yes. Very impressive in size and appearance, but those two things do not automatically mean it was extremely well-constructed.

Though I do agree it WAS well-constructed enough for an EF5 rating. Would it get that rating today? Based on the block foundation, no.
Got it thank you! Just wanted to make sure I was thinking of the right one. It’s the same home the tornado absolutely destroyed a sports corvette I believe.
 
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Westminster's scouring DEEEPLY intrigues me. I grew up right next to Collin County(heck I can drive there right now if I wanted); the soil around these parts is unique. Its in spots highly nutrient poor, hard, and unlike the red clay surrounding DFW. Red clay is "Goopy" when wet, its sticky and extremely squishy when saturated; this soil isnt. I suppose it's been deposited by the Trinity river over the Brazos or Red Rivers; which both take on a red-clay hue. This soil when saturated is lumpy, sticky like clay, but doesn't clump together like it; but what it will do, is stay in big blocks during the summer and form giant cracks (that can break your ankle), it's much different.

So I do deeply wonder, it takes something special to do what Westminster achieved
That is genuinely some of the most impressive scouring i’ve ever seen.
 
I would love to get technology that can simulate in fine detail exactly what happens to vehicles and structures inside an upper echelon tornado.
The feat’s of vehicles being lofted and never found again scare me.
The semi in smithville that was turned into pieces so small the truck essentially vanished same with those two vehicles from matador.

The Smithville EF5 genuinely freaks me out.
 
Oh the irony…
I called out a surveyor for bad science after he made fun of talk weather and its users on Twitter. If that's self absorbed I guess I can deal with that. Personally, I think derailing this thread with constant jabs and quips so you can be "proven right" when you actually get a rise out of me is a bit self absorbed, but that's just me.
 
Besides, considering that you eviscerated your own credibility here within a matter of days by via a flood of false assumptions and confidently incorrect claims, combined with a constant lack of objectivity and an unwillingness to learn when presented with new information, I couldn’t possibly respect or value what you have to say on this particular topic any less than I do, or any for that matter.

Like this... Holy $hit dude, take some deep breaths. I showed you pictures of rebar sticking out of the ground, anchor plates, and pulverized concrete foundation and instead of acknowledging it you said I was wrong and the rebar wasn't anchored. If it wasn't anchored how did it get in the concrete and how did the foundation snap?

I showed you two institutional buildings next to a picture of an elementary school to prove their construction wasn't even remotely similar, but then you went on and claimed they were and it was right they were classified as such.

I showed you steel reinforced cmu commercial buildings, and masonry low rises with 3 layers of brick, and concrete offices that were pulverized and you ignored it.

But somehow all of that "eviscerated my credibility". Who's the one refusing to learn when presented with new information again? I couldn't care less if you respect me. In order to gain respect you have to give it. And you've been constantly disrespectful towards me. I always concede to other users and show respect for people's knowledge when they correct me. I pretty much exclusively butt heads with you because you're a jerk.
 
Like this... Holy $hit dude, take some deep breaths. I showed you pictures of rebar sticking out of the ground, anchor plates, and pulverized concrete foundation and instead of acknowledging it you said I was wrong and the rebar wasn't anchored. If it wasn't anchored how did it get in the concrete and how did the foundation snap?

I showed you two institutional buildings next to a picture of an elementary school to prove their construction wasn't even remotely similar, but then you went on and claimed they were and it was right they were classified as such.

I showed you steel reinforced cmu commercial buildings, and masonry low rises with 3 layers of brick, and concrete offices that were pulverized and you ignored it.

But somehow all of that "eviscerated my credibility". Who's the one refusing to learn when presented with new information again? I couldn't care less if you respect me. In order to gain respect you have to give it. And you've been constantly disrespectful towards me. I always concede to other users and show respect for people's knowledge when they correct me. I pretty much exclusively butt heads with you because you're a jerk.
I’m certainly no mister sunshine and rainbows, and I refuse to subscribe to the notion that everyone’s opinion is valid, and yours most certainly is not. I’ll give it to you cut and dry: you generally don’t really know what you’re talking about most of the time and it dilutes the quality of discussion on this forum. I will not walk on eggshells when it comes to unadulterated willful ignorance, which you are the very embodiment of. I’ve seen only ONE other user here who had such a massive disparity gap between their (unearned) confidence and actual knowledge, and your gap is the size of the Grand Canyon. You’ve conducted yourself in such a way that nobody on this forum is going to bat for you at this stage. It’s a generally patient, open minded group of people here, so that speaks volumes. I have nothing else to say to you besides this…

I may be a jerk, but I’d rather be a jerk than confidently clueless.
 
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Westminster's scouring DEEEPLY intrigues me. I grew up right next to Collin County(heck I can drive there right now if I wanted); the soil around these parts is unique. Its in spots highly nutrient poor, hard, and unlike the red clay surrounding DFW. Red clay is "Goopy" when wet, its sticky and extremely squishy when saturated; this soil isnt. I suppose it's been deposited by the Trinity river over the Brazos or Red Rivers; which both take on a red-clay hue. This soil when saturated is lumpy, sticky like clay, but doesn't clump together like it; but what it will do, is stay in big blocks during the summer and form giant cracks (that can break your ankle), it's much different.

So I do deeply wonder, it takes something special to do what Westminster achieved
The Westminster, TX 2006 tornado like I have said should have been rated high-end F4 or F5.
 
its to note there was a mesonet in the EF0 damage part of the el reno 2011 tornado that had a 3 second 0 meter off the ground wind speed of 150-153 mph
edit here is the location
<image>
This is very interesting and does certainly support tornadic winds being stronger than the EF scale predicts, but one thing worth mentioning is that it appears that this data was taken on the right side of the tornado, so the forward translational speed is added to the actual winds too. I'm not sure how fast El Reno 2011 moving, but I'm guessing it was pretty quick based on some of the videos I have seen of the monster. This point also doesn't really discredit the storm's power in any way, as I am a firm believer in a faster tornado's forward velocity significantly contributing in how intense damage can appear, so I don't believe it should be used as a critique on the intensity of the storm either.

Also, I'm a bit more uncertain about this point but I'll give it a stab anyways - it appears that this windspeed measurement is located near the outer edge of the circulation. Wouldn't the winds here have a strongly horizontal component to them, and thus be more comparable to a gust from a strong hurricane? That might be why that, despite the strength of these winds, they only produced "EF0" damage.
 
This is very interesting and does certainly support tornadic winds being stronger than the EF scale predicts, but one thing worth mentioning is that it appears that this data was taken on the right side of the tornado, so the forward translational speed is added to the actual winds too. I'm not sure how fast El Reno 2011 moving, but I'm guessing it was pretty quick based on some of the videos I have seen of the monster. This point also doesn't really discredit the storm's power in any way, as I am a firm believer in a faster tornado's forward velocity significantly contributing in how intense damage can appear, so I don't believe it should be used as a critique on the intensity of the storm either.

Also, I'm a bit more uncertain about this point but I'll give it a stab anyways - it appears that this windspeed measurement is located near the outer edge of the circulation. Wouldn't the winds here have a strongly horizontal component to them, and thus be more comparable to a gust from a strong hurricane? That might be why that, despite the strength of these winds, they only produced "EF0" damage.
and yes correct that its likely its purely horizontal component to them, i think el reno 2011 had a average speed around 30 ish mph ?
 
and yes correct that its likely its purely horizontal component to them, i think el reno 2011 had a average speed around 30 ish mph ?
Just ran a very rough calculation on the average forward speed and got ~36 mph, so that tracks. I took the path length as ~63 miles and the duration as ~1.75 hr (~1 hour 45 minutes) and that speed seems to straddle the line between a sledgehammer effect speedster and a slow-moving grinder tornado. Also, that correlates to the gust w/o forward speed being taken into account still being in the EF2 range (~117 mph) so the contour still underestimates the windspeed despite the heavy caveats being considered.
 
This is very interesting and does certainly support tornadic winds being stronger than the EF scale predicts, but one thing worth mentioning is that it appears that this data was taken on the right side of the tornado, so the forward translational speed is added to the actual winds too. I'm not sure how fast El Reno 2011 moving, but I'm guessing it was pretty quick based on some of the videos I have seen of the monster. This point also doesn't really discredit the storm's power in any way, as I am a firm believer in a faster tornado's forward velocity significantly contributing in how intense damage can appear, so I don't believe it should be used as a critique on the intensity of the storm either.

Also, I'm a bit more uncertain about this point but I'll give it a stab anyways - it appears that this windspeed measurement is located near the outer edge of the circulation. Wouldn't the winds here have a strongly horizontal component to them, and thus be more comparable to a gust from a strong hurricane? That might be why that, despite the strength of these winds, they only produced "EF0" damage.
I might be getting hold the wrong end of the stick here, but does the translation matter? The windspeed is what the anemometer feels, in practice there's no 'actual windspeed' to which the translational speed is added. I remember many years ago reading someone call it the 'Spencer Observation' after the 1998 tornado. It was shown the worst damage was displaced south of the true centre of the vortex, due to the translation. This had been theorised but not proven until then. And it's that windspeed that's measured by the EF scale.
 
I might be getting hold the wrong end of the stick here, but does the translation matter? The windspeed is what the anemometer feels, in practice there's no 'actual windspeed' to which the translational speed is added. I remember many years ago reading someone call it the 'Spencer Observation' after the 1998 tornado. It was shown the worst damage was displaced south of the true centre of the vortex, due to the translation. This had been theorised but not proven until then. And it's that windspeed that's measured by the EF scale.
Forgive me if I am misunderstanding the wording here, but isn't this exactly what they mean by the "sledgehammer effect" - aka the forward speed playing a role? If the worst of the damage is south of the tornado's vortex, since most tornadoes move in a NW or WNW direction, that should correlate to the winds south of the center being stronger.

Also, I should've been more clear on this in my original posts: I do believe the effect should be used in support of a tornado's intensity rather than against it, so the EF scale measuring this effect in conjunction with true windspeed should indeed not matter in the grand scheme of things. I was just pointing it out for the sake of clarifying why the number could be much higher than what you'd expect.
 
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Forgive me if I am misunderstanding the wording here, but isn't this exactly what they mean by the "sledgehammer effect" - aka the forward speed playing a role? If the worst of the damage is south of the tornado's vortex, since most tornadoes move in a NW or WNW direction, that should correlate to the winds south of the center being stronger.

Also, I should've been more clear on this in my original posts: I do believe the effect should be used in support of a tornado's intensity rather than against it, so the EF scale measuring this effect in conjunction with true windspeed should indeed not matter in the grand scheme of things. I was just pointing it out for the sake of clarifying why the number could be much higher than what you'd expect.
I don't remember seeing the term before, though searching this forum I'll have read a post or two that used it. I don't think it's a great analogy. I can't recall seeing it used 'against' a tornado's intensity, unlike very slow speeds.

Not sure why the number would be 'higher than you'd expect' because of translation. There's no 'true windspeed' from subtracting translation, the windspeed measured at the site is the true (horizontal) windspeed regardless of its components. The EF scale speeds were gained through expert elicitation of the speeds necessary for each DoD, while it's possible I doubt consideration of the wind balances came into it, especially as that opens up a massive can of worms around the vortex structure.
 
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I don't remember seeing the term before, though searching this forum I'll have read a post or two that used it. I don't think it's a great analogy. I can't recall seeing it used 'against' a tornado's intensity, unlike very slow speeds.

Not sure why the number would be 'higher than you'd expect' because of translation. There's no 'true windspeed' from subtracting translation, the windspeed measured at the site is the true (horizontal) windspeed regardless of its components. The EF scale speeds were gained through expert elicitation of the speeds necessary for each DoD, while it's possible I doubt consideration of the wind balances came into it, especially as that opens up a massive can of worms around the vortex structure.
I thought I heard of some posters here bringing it up when it came to the context of "downgrading" a tornado before - but I cannot recall which tornado that may have been, so I could definitely be wrong there.

Would the windspeeds on the right side of the (it would have to be cyclonic in this case) tornadic vortex not have to play "catch-up" with the tornado so-to-speak, and thus would have to be stronger in both measurement and damage indication, especially if the tornado is moving very quickly? I was under the impression that this was the case for a very long time. Perhaps it is not as simple as just subtracting the translational speed from the measured windspeed, but I'm just a bit confused as to why that wouldn't be allowed. I'm guessing I am vastly oversimplifying the wind dynamics here.

What I mean by "higher than you would expect" due to translation is if you take the speed of the winds from the reference frame centered on the core of the tornado versus the winds from a stationary reference frame (with respect to the ground).
 
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I thought I heard of some posters here bringing it up when it came to the context of "downgrading" a tornado before - but I cannot recall which tornado that may have been, so I could definitely be wrong there.

Would the windspeeds on the right side of the (it would have to be cyclonic in this case) tornadic vortex not have to play "catch-up" with the tornado so-to-speak, and thus would have to be stronger in both measurement and damage indication, especially if the tornado is moving very quickly? I was under the impression that this was the case for a very long time. Perhaps it is not as simple as just subtracting the translational speed from the measured windspeed, but I'm just a bit confused as to why that wouldn't be allowed. I'm guessing I am vastly oversimplifying the wind dynamics here.

What I mean by "higher than you would expect" due to translation is if you take the speed of the winds from the reference frame centered on the core of the tornado versus the winds from a stationary reference frame (with respect to the ground).
The general assumption I've seen is that the speeds are additive, which is used in, amongst other things, the interpretation of doppler radar data. This is the opposite of what you're assuming.
 
its to note there was a mesonet in the EF0 damage part of the el reno 2011 tornado that had a 3 second 0 meter off the ground wind speed of 150-153 mph
edit here is the location
View attachment 39647
I do believe this is that Mesonet station afterwards. I got this photo from a friend who knows a mesonet tech
 

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