Margie Kieper
EF1
This started out as an observation, but turned into a very interesting exercise on its own.
This is a summary of information from the web, best track data, recon data, and a 1994 engineering report on Hugo. The 1994 report, which I’ll quote extensively in this time sequence of wind events, was directed specifically at assessing surface windspeeds from Hugo and relating the winds to a damage assessment. Here they cited their sources of data:
“Radar images recorded on film by the WSFO in San Juan were particularly valuable in establishing wind directions and the presence of intense rainbands during the passage of Hugo. WSFO radar began tracking Hugo southeast of St. Croix early on September 18 and provided essentially continuous tracking until Hugo passed out of range late in the day. Also of value in assessing the relative strength of Hugo and, hence, the intensity of surface winds, were estimates of central pressure and eye diameter presented in post-storm summaries prepared by the NHC (Lawrence, 1989). Other sources of information were the flight-level records obtained by NOAA and USAF reconnaissance aircraft, satellite data, wind damage observations, and reports by residents of the affected areas.
“In the following paragraphs is an assessment of surface-wind speeds for each of the major areas affected by Hugo. Also included is a description of the reported speeds and the final disposition of these reports. To be consistent with standard wind-speed measurement and reporting procedures, the speeds described in the following sections refer either to peak gusts or sustained speeds at a height of 10 m in flat, open terrain, typical of airport exposures. It is important to note that wind speeds measured under nonstandard conditions may differ widely from standard measurements.
“In order to gain some perspective of the severity of the estimated and measured surface winds, comparisons are made with design wind speeds specified by local and regional building codes in the Caribbean. Finally, the extraordinarily high surface-wind speeds reported for St. Croix and St. Thomas are cast in terms of mean recurrence intervals (MRIs) derived from a recent study of wind statistics for the Caribbean region.â€
This summary statement identifies the maximum sustained windspeeds determined by the report:
"Observed damage in the areas affected by Hurricane Hugo is in general agreement with the surface-wind speeds listed [below]. This damage ranged from superficial to total devastation. In general, the most damaging winds were located in the northeast quadrant of the storm. This quadrant was also where the most intense rainbands, as indicated by their radar reflectivity, were located."
Probable Maximum Wind Speeds
Location................Max Sust Wind (kt)..Gust (kt)
---------------------- ------------------ ------------
Virgin Islands:
St. Croix...............110.................135.............(Cat 3)
St. Thomas...............85.................105.............(Cat 2)
Puerto Rico:
Culebra.................105.................130.............(Cat 3)
Vieques..................95.................115.............(strong Cat 2)
Roosevelt Roads..........85.*..(90).........104.*..(110)....(Cat 2)
San Juan Int’l Airport...67.*..(72)..........80.*...(86).....(Cat 1)
* Denotes actual measurement, unadjusted for height; adjusted measurement following in parentheses [added by me for clarity]
The report found the damage consistent with these windspeeds.
Note that this does not contradict the best track. The best track identifies the maximum sustained winds that are located somewhere in the storm and not necessarily sampled. This report, which carefully reviewed the damage in relation to the wind direction and thus the application quadrant of the storm, observed that the most damaging winds, i.e, the strongest winds, were in the northeast quadrant. The wind readings on mainland Puerto Rico, which were from the weaker western side of the storm, support that as well.
In conclusion, there is no evidence of sustained Cat 3 winds on the Puerto Rican mainland, either from direct ground measurements or recon data or by a very thorough post-analysis. In order to claim otherwise you would have to be rejecting, wholesale, all the ground measurements, recon obs, radar obs from San Juan, and a detailed engineering assessment of wind damage. That is not logical.
There is a suggestion that sustained winds slightly higher than 90 kt could have occured at Luquillo. Slightly could be bent to go so far as 96 kt, although that would be pushing it. Nevertheless, let's suppose that to be a reasonable, although unlikely possibility. That just puts you at the absolute threshold of Cat 3 sustained winds. There is no way that sustained Cat 4 winds can be construed from such a situation.
Your video was a good video, without the hyperbole. Why do the winds you videotaped at Luquillo "have to be" Cat 4 sustained winds when it is simply not a possibility?
- - - - - - -
[part 2 and part 3 in subsequent posts -- I hit the size limit]
This is a summary of information from the web, best track data, recon data, and a 1994 engineering report on Hugo. The 1994 report, which I’ll quote extensively in this time sequence of wind events, was directed specifically at assessing surface windspeeds from Hugo and relating the winds to a damage assessment. Here they cited their sources of data:
“Radar images recorded on film by the WSFO in San Juan were particularly valuable in establishing wind directions and the presence of intense rainbands during the passage of Hugo. WSFO radar began tracking Hugo southeast of St. Croix early on September 18 and provided essentially continuous tracking until Hugo passed out of range late in the day. Also of value in assessing the relative strength of Hugo and, hence, the intensity of surface winds, were estimates of central pressure and eye diameter presented in post-storm summaries prepared by the NHC (Lawrence, 1989). Other sources of information were the flight-level records obtained by NOAA and USAF reconnaissance aircraft, satellite data, wind damage observations, and reports by residents of the affected areas.
“In the following paragraphs is an assessment of surface-wind speeds for each of the major areas affected by Hugo. Also included is a description of the reported speeds and the final disposition of these reports. To be consistent with standard wind-speed measurement and reporting procedures, the speeds described in the following sections refer either to peak gusts or sustained speeds at a height of 10 m in flat, open terrain, typical of airport exposures. It is important to note that wind speeds measured under nonstandard conditions may differ widely from standard measurements.
“In order to gain some perspective of the severity of the estimated and measured surface winds, comparisons are made with design wind speeds specified by local and regional building codes in the Caribbean. Finally, the extraordinarily high surface-wind speeds reported for St. Croix and St. Thomas are cast in terms of mean recurrence intervals (MRIs) derived from a recent study of wind statistics for the Caribbean region.â€
This summary statement identifies the maximum sustained windspeeds determined by the report:
"Observed damage in the areas affected by Hurricane Hugo is in general agreement with the surface-wind speeds listed [below]. This damage ranged from superficial to total devastation. In general, the most damaging winds were located in the northeast quadrant of the storm. This quadrant was also where the most intense rainbands, as indicated by their radar reflectivity, were located."
Probable Maximum Wind Speeds
Location................Max Sust Wind (kt)..Gust (kt)
---------------------- ------------------ ------------
Virgin Islands:
St. Croix...............110.................135.............(Cat 3)
St. Thomas...............85.................105.............(Cat 2)
Puerto Rico:
Culebra.................105.................130.............(Cat 3)
Vieques..................95.................115.............(strong Cat 2)
Roosevelt Roads..........85.*..(90).........104.*..(110)....(Cat 2)
San Juan Int’l Airport...67.*..(72)..........80.*...(86).....(Cat 1)
* Denotes actual measurement, unadjusted for height; adjusted measurement following in parentheses [added by me for clarity]
The report found the damage consistent with these windspeeds.
Note that this does not contradict the best track. The best track identifies the maximum sustained winds that are located somewhere in the storm and not necessarily sampled. This report, which carefully reviewed the damage in relation to the wind direction and thus the application quadrant of the storm, observed that the most damaging winds, i.e, the strongest winds, were in the northeast quadrant. The wind readings on mainland Puerto Rico, which were from the weaker western side of the storm, support that as well.
In conclusion, there is no evidence of sustained Cat 3 winds on the Puerto Rican mainland, either from direct ground measurements or recon data or by a very thorough post-analysis. In order to claim otherwise you would have to be rejecting, wholesale, all the ground measurements, recon obs, radar obs from San Juan, and a detailed engineering assessment of wind damage. That is not logical.
There is a suggestion that sustained winds slightly higher than 90 kt could have occured at Luquillo. Slightly could be bent to go so far as 96 kt, although that would be pushing it. Nevertheless, let's suppose that to be a reasonable, although unlikely possibility. That just puts you at the absolute threshold of Cat 3 sustained winds. There is no way that sustained Cat 4 winds can be construed from such a situation.
Your video was a good video, without the hyperbole. Why do the winds you videotaped at Luquillo "have to be" Cat 4 sustained winds when it is simply not a possibility?
- - - - - - -
[part 2 and part 3 in subsequent posts -- I hit the size limit]
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