The Wind Speeds in Selected Islands During …...The Wind Speeds in Selected Islands During...

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The Wind Speeds in Selected Islands During Hurricanes Irma and Maria in 2017 compiled by Tony Gibbs FREng Structural failures leading to serious damage or collapse, or those severely affecting the use of the facility, are important matters, as they weaken the faith of the users in the stability and safety of the facilities they occupy. When serious damage or collapse has occurred to a single structure, that occurrence no longer remains an individual issue. All similar structures constructed by the same group or in the same area, or of the same type, pose nagging questions. Are they safe? Have they assured serviceability? Are they defective? It has, therefore, become necessary to understand what the causes of any particular serious damage or collapse are in order to make improvements for future design and construction. It has to be said that it is equally important to understand what are the reasons for success of the many facilities that sustained little or no damage during severe natural hazard events. Though the factors involved in serious damage or collapse are generally technical or procedural there are several others to be considered. These are political, personal, administrative, resource-based and many more. However, this paper will focus mainly on the technical factors. Complete accuracy of findings can never be guaranteed, even in the most competent and objective investigation. There are several cases where disagreement about the cause of serious damage or collapse exists. It is important to reduce the inevitable uncertainties by having a better knowledge of the forces which may have caused the serious damage or collapse. This information for hurricanes cannot be obtained from the media or from bulletins describing the overall weather system. For this reason, and as an essential aid for carrying out forensic surveys of serious damage or collapses caused by the hurricanes of 2017, the Pan American Health Organisation commissioned a study of the wind fields in several Caribbean islands during the passages of Irma and Maria. The study was undertaken by Dr Peter Vickery and the compilation of this document was done by Eng Tony Gibbs in order to understand better what happened during Hurricanes Irma and Maria. Dr Peter Vickery of Applied Research Associates was responsible for the preparation of the maps. His commentary follows: “Attached are the wind maps we developed providing estimates of wind speeds on various Islands brought about by Hurricanes Irma and Maria. “The estimates were developed using a combination of the hurricane track data provided by the National Hurricane Centre (central pressure and position) coupled with estimates of the radius to maximum winds (RMW) and the Holland B parameter. B provides information on the pressure-wind speed relationship, where, the higher the value of B, the higher the value of the

Transcript of The Wind Speeds in Selected Islands During …...The Wind Speeds in Selected Islands During...

Page 1: The Wind Speeds in Selected Islands During …...The Wind Speeds in Selected Islands During Hurricanes Irma and Maria in 2017 compiled by Tony Gibbs FREng Structural failures leading

The Wind Speeds in Selected IslandsDuring Hurricanes Irma and Maria in 2017compiled by Tony Gibbs FREng

Structural failures leading to serious damage or collapse, or those severely affecting the use ofthe facility, are important matters, as they weaken the faith of the users in the stability and safetyof the facilities they occupy.

When serious damage or collapse has occurred to a single structure, that occurrence no longerremains an individual issue. All similar structures constructed by the same group or in the samearea, or of the same type, pose nagging questions. Are they safe? Have they assuredserviceability? Are they defective?

It has, therefore, become necessary to understand what the causes of any particular seriousdamage or collapse are in order to make improvements for future design and construction. It hasto be said that it is equally important to understand what are the reasons for success of the manyfacilities that sustained little or no damage during severe natural hazard events.

Though the factors involved in serious damage or collapse are generally technical or proceduralthere are several others to be considered. These are political, personal, administrative,resource-based and many more. However, this paper will focus mainly on the technical factors.

Complete accuracy of findings can never be guaranteed, even in the most competent andobjective investigation. There are several cases where disagreement about the cause of seriousdamage or collapse exists.

It is important to reduce the inevitable uncertainties by having a better knowledge of the forceswhich may have caused the serious damage or collapse. This information for hurricanes cannotbe obtained from the media or from bulletins describing the overall weather system. For thisreason, and as an essential aid for carrying out forensic surveys of serious damage or collapsescaused by the hurricanes of 2017, the Pan American Health Organisation commissioned a studyof the wind fields in several Caribbean islands during the passages of Irma and Maria. The studywas undertaken by Dr Peter Vickery and the compilation of this document was done by EngTony Gibbs in order to understand better what happened during Hurricanes Irma and Maria.

Dr Peter Vickery of Applied Research Associates was responsible for thepreparation of the maps. His commentary follows:

“Attached are the wind maps we developed providing estimates of wind speeds on variousIslands brought about by Hurricanes Irma and Maria.

“The estimates were developed using a combination of the hurricane track data provided by theNational Hurricane Centre (central pressure and position) coupled with estimates of the radius tomaximum winds (RMW) and the Holland B parameter. B provides information on thepressure-wind speed relationship, where, the higher the value of B, the higher the value of the

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wind speed for the same central pressure. Estimates of RMW and B were obtained by inputtingdifferent values into our hurricane wind field model and then comparing time series of bothmodelled and measured wind speeds and surface pressures to the various observations made inthe Caribbean.1

“Observations of wind speeds and pressures came from a combination of airport and Buoy andC-MAN stations. Our estimates of wind speeds are always better if we have good surface levelobservations.”

In another communication Dr Vickery points out: “Two maps are given for Dominica, sort ofupper and lower bounds. I would put more faith in the upper bound estimates but there is greatuncertainty in the wind speeds there.”

Dr Vickery adds: “Wind speeds are presented as estimates of maximum 3-second peak gust windspeeds over land. These gust wind speeds are not necessarily representative of the maximumwind speed in the hurricane, which likely occurred elsewhere. Wind speeds given by theNational Hurricane Center are estimates of the maximum one-minute sustained (average) windspeed over water anywhere in the hurricane.”

The Maps

The following wind field maps form part of this report:

• Hurricane Irma – Barbuda, Sint Maarten /St Martin, Anguilla and neighbouring islands;• Hurricane Irma – British Virgin Islands and neighbouring islands;• Hurricane Irma – Turks & Caicos (Providenciales and Grand Turk) and neighbouring

islands;• Hurricane Maria – Dominica (lower bound) and neighbouring islands;• Hurricane Maria – Dominica (upper bound) and neighbouring islands;• Hurricane Maria – Turks & Caicos (Grand Turk) and neighbouring islands.

1 See: http://www.unc.edu/ims/luettich/jbikman/01_23_2013/Literature%20dump/StatisticalModelsOfHollandPressureProfileParameter.pdf for afuller explanation of Holland B and RMW in the paper “Statistical Models of Holland Pressure Profile Parameter and Radius toMaximum Winds of Hurricanes from Flight-Level Pressure and H*Wind Data” by Peter J Vickery and Dhiraj Wadhera.

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Saint Kitts and Nevis

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Legend#* Buoy and C-MAN%, ASOS station

Hurricane Irma (2017): Preliminary Peak Wind Gust (mph)

0 9 18 27 364.5Miles

Estimated 3-second gust wind speeds (mph) at 10 m above ground over flat open terrain from ARA model fit to surface level observationsusing NHC storm track and central pressure data through Forecast/Advisory 52 at 0300UTC on 9/12/2017.The maps have been produced for PAHO/WHO under Contract CON17-00029680.Maps are subject to change. Created on: 11/13/2017.

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Legend#* Buoy and C-MAN%, ASOS station

Hurricane Irma (2017): Preliminary Peak Wind Gust (mph)

0 7.5 15 22.5 303.75Miles

Estimated 3-second gust wind speeds (mph) at 10 m above ground over flat open terrain from ARA model fit to surface level observationsusing NHC storm track and central pressure data through Forecast/Advisory 52 at 0300UTC on 9/12/2017.The maps have been produced for PAHO/WHO under Contract CON17-00029680.Maps are subject to change. Created on: 11/13/2017.

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8-3UTC 920,26,1.56

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Legend#* Buoy and C-MAN%, ASOS station

Hurricane Irma (2017): Preliminary Peak Wind Gust (mph)

0 8 16 24 324Miles

Estimated 3-second gust wind speeds (mph) at 10 m above ground over flat open terrain from ARA model fit to surface level observationsusing NHC storm track and central pressure data through Forecast/Advisory 52 at 0300UTC on 9/12/2017.The maps have been produced for PAHO/WHO under Contract CON17-00029680.Maps are subject to change. Created on: 11/13/2017.

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19-9utc 934,13,1.5

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19-0utc 925,13,1.5

18-9utc 977,12,1.5

18-6utc 977,12,1.5

19-15utc 927,12,1.519-12utc 933,13,1.5

18-23utc 950,12,1.518-21utc 950,12,1.5

18-18utc 956,11,1.5

18-15utc 959,11,1.518-12utc 967,12,1.5

19-19utc 920,12,1.25

TLPL

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Hurricane Maria (2017): Preliminary Peak Wind Gust (mph) - Version A

0 25 50 75 10012.5Miles

Estimated 3-second gust wind speeds (mph) at10 m above ground over flat open terrain from ARA model fit to surface level observationsusing NHC storm track and central pressure data through Intermediate Advisory 41 A at 1200 UTC on 9/26/2017.The maps have been produced for PAHO/WHO under Contract CON17-00029680. Maps are subject to change. Created on: 11/16/2017

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Hurricane MariaTrack (Version B)

Hurricane Maria (2017): Preliminary Peak Wind Gust (mph) - Version B

0 25 50 75 10012.5Miles

Estimated 3-second gust wind speeds (mph) at10 m above ground over flat open terrain from ARA model fit to surface level observationsusing NHC storm track and central pressure data through Intermediate Advisory 41 A at 1200 UTC on 9/26/2017.The maps have been produced for PAHO/WHO under Contract CON17-00029680. Maps are subject to change. Created on: 11/16/2017

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Legend!

Hurricane MariaTrack

Hurricane Maria (2017): Preliminary Peak Wind Gust (mph)

0 10 20 30 405Miles

Estimated 3-second gust wind speeds (mph) at10 m above ground over flat open terrain from ARA model fit to surface level observationsusing NHC storm track and central pressure data through Intermediate Advisory 41 A at 1200 UTC on 9/26/2017.The maps have been produced for PAHO/WHO under Contract CON17-00029680. Maps are subject to change. Created on: 11/16/2017

Turks and Caicos Islands

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Interpretation of the Maps

The ranges of 3-second gust wind speeds with Saffir-Simpson Categories (over land) are asfollows (See the next section for the explanation of S-S Categories):

• Barbuda – 164-179 mph – Cat 4-5• Sint Maarten / St Martin – 165-182 mph – Cat 4-5• Anguilla – 161-176 mph – Cat 4-5• British Virgin Islands (Tortola and Virgin Gorda) – 152-168 mph – Cat 4• Providenciales – 108-124 mph – Cat 2-3• Grand Turk (Irma) – 99-109 mph – Cat 1-2• Dominica (lower bound) – 128-161 mph – Cat 3-4• Dominica (upper bound) – 134-165 mph – Cat 3-4 • Grand Turk (Maria) – 74-79 mph – Tropical storm

This note on the correlation of Basic Wind Speeds averaged over 3 seconds with theSaffir-Simpson Scale which uses 1-minute averages is based on the Commentary inthe American Society of Civil Engineers (ASCE) document “Minimum Design Loadsfor Buildings and Other Structures” ASCE 7.

The hurricane reports from the National Hurricane Center include the Saffir-Simpson HurricaneCategories 1 to 5. This scale is relied on by local emergency management agencies in order towarn the populations of the need to prepare for upcoming severe weather systems. The Saffir-Simpson Hurricane Scale has wide acceptance and popularity. Its five Categories are based onwind speed intensity and barometric pressure at the center of the storm. The quoted wind speedsdetermining the various Categories are sustained wind speeds with a 1-minute averaging time at33 ft over open water. It is understood that the wind speeds categorising the hurricanes are themost intense in the system – typically in the north-east eye wall. Those speeds are notnecessarily the ones impacting on any particular island or part of an island.

The American Society of Civil Engineers ASCE 7 standard commonly used by engineers forwind-resistant design purposes in the USA and the Caribbean uses a 3-second gust speed at 33 ftabove ground in open terrain with scattered obstructions having heights generally less than 30feet – commonly associated with flat open country and grasslands. This is known as ExposureC. The wind speed thus defined is the Basic Wind Speed for use in structural design.

It is useful to have approximate relationships between the Basic Wind Speed and the Saffir-Simpson Scale. This is provided by ASCE in a Table in the Commentary section of ASCE 7. The essential parts of that Table are reproduced below:

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Saffir-SimpsonHurricane Category

Sustained Wind Speed(1-minute average)

Over WaterMPH

Gust Wind Speed(3-second average)

Over WaterMPH

Gust Wind Speed(3-second average)

Over LandMPH

1 74–95 90–116 81–105

2 96–110 117–134 106–121

3 111–129 135–157 122–142

4 130–156 158–190 143–172

5 >157 >191 >173

At the coast the “over water” equivalents should be used. But Dr Peter Vickery states: “Thewinds transition from an over water surface to an over land terrain pretty quickly. About 70% ofthe transition is complete after 1 km.” He adds: “As the wind speeds we have produced are onland, although not fully transitioned to open terrain wind speeds, the relationship between thegust wind speeds is closer to those given in the land column of the attached Table from ASCE7-16. The actual values vary with distance from the sea-land interface.”

A fuller explanation of this correlation of Basic Wind Speeds with the Saffir-Simpson Scale canbe obtained in the ASCE 7 Commentary. This document is available from:https://www.asce.org/templates/publications-book-detail.aspx?id=24136

These notes are presented to help users to understand more-clearly wind speeds shown on themaps for Hurricanes Irma and Maria in this document when compared with the wind speedsreported by weather forecasters and the news media, who commonly use the Saffir-SimpsonHurricane Scale. The gust wind speed values given in the Table that are associated with a givensustained wind speed should be used as a guide only. The gust wind speeds associated with agiven sustained wind speed may vary with storm size and intensity.

Conclusions and Recommendations

Hurricanes Irma and Maria were unusually strong wind systems which, nevertheless, were notunprecedented. Nor can we dismiss the possibility of such systems being repeated in the comingyears.

The Table below shows comparisons of the maximum wind speeds over land for the impactedislands compared with current minimum guidance in published building codes. The numbers donot take into account climate change which would add 13% to Category II buildings and 10% toCategories III and IV buildings.

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Islands Maximum 3-second gustwind speedover land in2017 (mph)

50-year returnperiod 3-secondgust wind speedfor use withASCE 7-05Category IIbuildings(in published codes)

700-year returnperiod 3-secondgust wind speedfor use withASCE 7-10Category IIbuildings

1700-yearreturn period3-second gustwind speed foruse with ASCE7-10 CategoryIII and IVbuildings

Dominica 165 126 159 172

Barbuda 179 126 160 168

St Martin(French)

182 115(36 m/s 10-min)

Anguilla 176 130 165 176

British VirginIslands

168 134 169 180

Turks & CaicosIslands (Provo)

124 124 155(not in TCI Code)

170(not in TCI Code)

Category III and IV buildings are critical facilities required for post-severe-natural-hazard-eventfunctions such as referral hospitals. Category II buildings are most buildings in a community. (Building Categories as defined in building codes must not be confused with HurricaneCategories on the Saffir-Simpson Scale.)

The above values for the 700-year return period for Category II Buildings and 1700-year returnperiod for Category III and IV Buildings are “failure” wind speeds2 therefore a Load Factorgreater than 1.0 does not need to be applied.

The most recent wind hazard assessment for structural design purposes in the Caribbean was theUSAID-funded, PAHO-executed “Development of Design Wind Speed Maps for the Caribbeanfor Application with the Wind Load Provisions of ASCE 7 ” Prepared by Peter J Vickery and D Wadhera of Applied Research Associates Inc in 2008. Dr Vickery was recently asked if hethought the Caribbean design wind speed maps should be updated. He responded: “I do think thestudy should be updated since the model was largely based on ~ 1970 to 2008 data (49 years)and we have added 9 more years (almost a 20% increase in data).”

2Traditionally, building codes state “working” wind speeds as their “basic” or “reference” wind speeds with a fairlyshort return period such as 50 years. “Load factors” or “factors of safety” are then applied to cover a lot of practicalinconsistencies and unknowns. For example, ASCE 7-05 would have a load factor of 1.6 for wind (%1.6 for wind speeds). FromASCE 7-10 onwards they decided, in order to have uniform levels of safety across different locations, to eliminate load factorsand importance factors and adopt “ultimate” wind speeds – the wind speeds or loads at which facilities should, in theory, fail –hence failure wind speeds or loads. The return period was therefore moved to 1700 years for referral hospitals.