Sawmaster
Member
Many thanks for the link to this I was quite impressed learning how one unbroken damage path can be the 'transition' from one vortex to another in the same main circulation and how that occurs. But again we see the broken system of surveying I constantly complain about occurring here:Good article about Mayfield. One thing I notices in It was some pics near Flat Creek Road that I havn't seen before.The Vortmax
vortmaxblog.wordpress.com
"Extensive ground scouring also occurred, in addition to producing a trench and perhaps pulling up chunks of pavement as it crossed US51. The trench that was produced was up to a foot deep according to meteorologist/storm chaser Simon Brewer. Nearby, large chunks of asphalt were also scoured up as the tornado crossed US51. The magnitude of damage in the mentioned area has really only been documented in 1 other tornado which was the 2011 Philadelphia MS EF5. However, there were no structures immediately adjacent to the vegetation damage and is also not a standard DI, thus EF5 couldn’t be given here despite winds likely exceeding 200 mph. On radar, the tornado was lofting debris up to 20,000 feet"
And again "The damage in Mayfield was catastrophic. Well built homes were wiped to their foundations, large masonry buildings were leveled, and other large metal buildings such as the Candle Factory were completely obliterated. Extreme vehicle damage also occurred, with some tossed upwards of 200-500 yards. Perhaps one of the most impressive vehicular damage feats occurred near the candle factory. Here, an SUV and a 9 ton farming combine were thrown a considerable distance away (at least 125 yards), and were literally fused together. Extensive ground scouring and wind rowing also occurred in this area, in addition so trees shredded up and debarked. Debris from the candle factory and other industrial buildings in that area were strewn up to around 0.75 miles away, some of which were blended within a swath of intense tree damage. The damage around the candle factory is comparable to the damage seen at the Hackleburg jean plant after the 2011 EF5 struck the town."
Why the obvious must be ignored when the truth is so patently clear is beyond me; how can any sane person justify this kind of logic? The NWS isn't seeking the truth, only criteria on a checklist, so the truth cannot become known. And if the truth isn't knowable then that renders whatever data is otherwise found as useless for comparison with other events so why even bother doing a survey?
Anyway back to the link. The water tower damage is amazing. Moriaty's calculation does contain some errata (and thanks to him for using the word "approximate" as well as noting some of this) in that water weighs slightly more, but more importantly his use of a sphere's Cd (drag coefficient) which would be considerably higher than for the oblate spheroid shape the water tower had. I'd love for someone who had the dimensions of the 'tank' portions (and using more precise numbers for everything) to run the numbers again which I think would show a considerably higher windspeed needed to do this damage. I also wonder if the phenomena of "vortex shedding" which occurs with cylindrical objects in a wind plays a role in water tower damage; if so the shedding frequency in winds like this would very high indeed, almost like a vibration versus a swaying motion, with such vibrations possibly affecting the integrity of mechanical connections.
Also of Cambridge Shores: "in this case the radar at KPAH (before losing power) was doing a fairly accurate job at sampling wind speeds associated with the tornado. The 170-190 mph wind speeds correlated very well with the damage seen at Cambridge Shores. Numerous homes (some well built in this area) were completely swept, trees were debarked, and extensive wind rowing and evidence of ground scouring also occurred."and the mention of the 'slabbed' house on Sherwood Drive pretty much confirms my postulation that this area was under-rated. Too the Princeton Country Club area damage, as well as that at the U of K research building again show an under-rating of obvious intensity. Also at Dawson Springs and Bremen.
A most comprehensive article which I will revisit when I have time to more deeply digest it. And I wish the upper management of the national NWS were bashed over the head with this article until they began to understand that allowing only exact parameters in rating tornadoes can give very erroneous results.
Phil