The TORRO tornado intensity scale (or T-Scale) is a scale measuring tornado intensity between T0 and T11. It was developed by Terence Meaden of the Tornado and Storm Research Organisation (TORRO), a meteorological organisation in the United Kingdom, as an extension of the Beaufort scale.
History and derivation from Beaufort scale
The scale was tested from 1972 to 1975 and was made public at a meeting of the Royal Meteorological Society in 1975. The scale sets T0 as the equivalent of 8 on the Beaufort scale and is related to the Beaufort scale (B) by the formula:
- B = 2 (T + 4)
- T = (B/2 - 4)
The Beaufort scale was first introduced in 1805, and in 1921 quantified. It expresses the wind speed (v) by the formula:
TORRO scale formula
Most UK tornadoes are T6 or below with the strongest known UK tornado being a T8. For comparison, the strongest detected winds in a United States tornado (during the 1999 Oklahoma tornado outbreak) would be T11 using the following formulae:
Alternatively, the T-Scale formula may be expressed as:
Rating process and comparisons to Fujita scale
TORRO claims it differs from the Fujita scale in that it is "purely" a wind speed scale, whereas the Fujita scale relies on damage for classification, but in practice, damage is utilised almost exclusively in both systems to infer intensity. That is because such a proxy for intensity is usually all that is available, although users of both scales would prefer direct, objective, quantitative measurements. The scale is primarily used in the United Kingdom whereas the Fujita scale is the primary scale used in North America, continental Europe, and the rest of the world.
At the 2004 European Conference on Severe Storms, Dr. Meaden proposed a unification of the TORRO and Fujita scales as the Tornado Force or TF Scale. In 2007 in the United States, the Enhanced Fujita Scale replaced the original Fujita Scale from 1971. It made substantial improvements in standardizing damage descriptors through expanding and refining damage indicators and associated degrees of damage, as well as calibrated tornado wind speeds to better match the associated damage. However, the EF Scale is biased to US construction practices,. As of 2014, only the United States and Canada have adopted the EF scale.
Unlike with the F scale, no analyses have been undertaken at all to establish the veracity and accuracy of the T scale damage descriptors. The scale was written in the early 1970s, and does not take into account changes such as the growth in weight of vehicles or the great reduction in numbers and change of type of railway locomotives, and was written in an environment where tornadoes of F2 or stronger are extremely rare, so little or no first-hand investigation of actual damage at the upper end of the scale was possible. The TORRO scale has more graduations than the F scale which makes it arguably more useful for tornadoes on the lower end of the scale; however, such accuracy and precision are not typically attainable in practice. Brooks and Doswell stated that "the problems associated with damage surveys and uncertainties associated with estimating wind speed from observed damage make highly precise assignments dubious". In survey reports, Fujita ratings sometimes also have extra qualifications added ("minimal F2" or "upper-end F3 damage"), made by investigators who have experience of many similar tornadoes and relating to the fact that the F scale is a damage scale, not a wind speed scale.
Tornadoes are rated after they have passed and have been examined, not whilst in progress. In rating the intensity of a tornado, both direct measurements and inferences from empirical observations of the effects of a tornado are used. Few anemometers are struck by a tornado, and even fewer survive, so there are very few in-situ measurements. Therefore, almost all ratings are obtained from remote sensing techniques or as proxies from damage surveys. Weather radar is used when available, and sometimes photogrammetry or videogrammetry estimates wind speed by measuring tracers in the vortex. In most cases, aerial and ground damage surveys of structures and vegetation are utilised, sometimes with engineering analysis. Also sometimes available are ground swirl patterns (cycloidal marks) left in the wake of a tornado. If an on site analysis is not possible, either for retrospective ratings or when personnel cannot reach a site, photographs, videos, or descriptions of damage may be utilised.
TORRO scale parameters
The 12 categories for the TORRO scale are listed below, in order of increasing intensity. Although the wind speeds and photographic damage examples are updated, which are more or less still accurate. However, for the actual TORRO scale in practice, damage indicators (the type of structure which has been damaged) are predominately used in determining the tornado intensity.
|Potential damage||Example of damage|
|FC||-||-||-||No damage. (Funnel cloud aloft, not a tornado)
No damage to structures, unless on tops of tallest towers, or to radiosondes, balloons, and aircraft. No damage in the country, except possibly agitation to highest tree-tops and effect on birds and smoke. Record FC when not known to have reached ground level. A whistling or rushing sound aloft may be noticed.
|T0||39 - 54||61 - 86||17 - 24||Light damage.
Loose light litter raised from ground-level in spirals. Tents, marquees seriously disturbed; most exposed tiles, slates on roofs dislodged. Twigs snapped; trail visible through crops.
|T1||55 - 72||87 - 115||25 - 32||Mild damage.
Deckchairs, small plants, heavy litter becomes airborne; minor damage to sheds. More serious dislodging of tiles, slates, chimney pots. Wooden fences flattened. Slight damage to hedges and trees.
|T2||73 - 92||116 - 147||33 - 41||Moderate damage.
Heavy mobile homes displaced, light caravans blown over, garden sheds destroyed, garage roofs torn away, much damage to tiled roofs and chimney stacks. General damage to trees, some big branches twisted or snapped off, small trees uprooted.
|T3||93 - 114||148 - 184||42 - 51||Strong damage.
Mobile homes overturned / badly damaged; light caravans destroyed; garages and weak outbuildings destroyed; house roof timbers considerably exposed. Some of the bigger trees snapped or uprooted.
|T4||115 - 136||185 - 220||52 - 61||Severe damage.
Motor cars levitated. Mobile homes airborne / destroyed; sheds airborne for considerable distances; entire roofs removed from some houses; roof timbers of stronger brick or stone houses completely exposed; gable ends torn away. Numerous trees uprooted or snapped.
|T5||137 - 160||221 - 259||62 - 72||Intense damage.
Heavy motor vehicles levitated; more serious building damage than for T4, yet house walls usually remaining; the oldest, weakest buildings may collapse completely.
|T6||161 - 186||260 - 299||73 - 83||Moderately - devastating damage.
Strongly built houses lose entire roofs and perhaps also a wall; windows broken on skyscrapers, more of the less-strong buildings collapse.
|T7||187 - 212||300 - 342||84 - 95||Strongly - devastating damage.
Wooden-frame houses wholly demolished; some walls of stone or brick houses beaten down or collapse; skyscrapers twisted; steel-framed warehouse-type constructions may buckle slightly. Locomotives thrown over. Noticeable de-barking of trees by flying debris.
|T8||213 - 240||343 - 385||96 - 107||Severely - devastating damage.
Motor cars hurled great distances. Wooden-framed houses and their contents dispersed over long distances; stone or brick houses irreparably damaged; skyscrapers badly twisted and may show a visible lean to one side; shallowly anchored highrises may be toppled; other steel-framed buildings buckled. (2008 Poland tornado outbreak, for example)
|T9||241 - 269||386 - 432||108 - 120||Intensely - devastating damage.
Many steel-framed buildings badly damaged; skyscrapers toppled; locomotives or trains hurled some distances. Complete debarking of any standing tree-trunks.
|T10||270 - 299||433 - 482||121 - 134||Super damage.
Entire frame houses and similar buildings lifted bodily or completely from foundations and carried a long or large distance to disintegrate. Steel-reinforced concrete buildings may be severely damaged or almost oblilerated.
Strong framed, well built houses leveled off foundations and swept away, steel-reinforced concrete structures are critically damaged, tall buildings collapse or have severe structural deformations, some cars, trucks and train trucks can thrown approximately 1 miles (1.6 kilometres).
|The exact meteorological conditions to create a tornado of this magnitude rarely exist in Europe. The United States is one of the few places on Earth that can have such a storm. An example of a T11 tornado would be the Joplin tornado or the Hackleburg tornado.|
- Saffir-Simpson Hurricane Scale
- Tornado intensity and damage
- Wind engineering
- List of tornadoes and tornado outbreaks
- Enhanced Fujita scale
- Fujita scale
- Meaden, Terence; TORRO members (2004). "Tornado Force or TF Scale". Tornado and Storm Research Organisation.
- Grazulis, Tom (1999). "The Fujita Scale of Tornado Intensity". The Tornado Project. Retrieved 2011-12-31.
- Godfrey, Elaine (2008). "The Enhanced Fujita Tornado Scale". National Climatic Data Center. Retrieved 2011-12-31.
- "Enhanced Fujita Scale (EF-Scale)". Environment Canada. Retrieved 19 April 2014.
- Measuring tornadoes: F-scale vs. EF-scale[dead link]
- Brooks, Harold; Charles A. Doswell, III (2001). "Some aspects of the international climatology of tornadoes by damage classification". Atmospheric Research 56 (1-4): 191–201. Bibcode:2001AtmRe..56..191B. doi:10.1016/S0169-8095(00)00098-3.
- Grazulis, Thomas P. (1993). Significant Tornadoes 1680-1991, A Chronology and Analysis of Events. St. Johnsbury, VT: The Tornado Project of Environmental Films. ISBN 1-879362-03-1.
- Meaden, G. T. (1976). "Tornadoes in Britain: Their intensities and distribution in space and time". Journal of Meteorology (UK) 1 (8): 242–51.
- Meaden, G. T. (1985). "A study of tornadoes in Britain, with assessments of the general tornado risk potential and the specific risk potential at particular regional sites". Journal of Meteorology (UK) 8 (79): 151–3.