TECHNICAL NOTES
Jul 1, 2007

Relation between Saffir–Simpson Hurricane Scale Wind Speeds and Peak 3-s Gust Speeds over Open Terrain

Publication: Journal of Structural Engineering
Volume 133, Issue 7

Abstract

The Saffir–Simpson scale for categorizing hurricane intensity and damage potential is increasingly being used by hurricane forecasters and emergency managers. The hurricane intensity categories are associated in the scale with 1-min wind speeds. For structural engineering purposes the ASCE 7 Standard defines these 1-min speeds as speeds at 10m over open water. This technical note provides estimates of the ratio of peak 3-s wind speeds at 10m over open-terrain exposure—the speeds used in the ASCE 7 wind map—to 1-min speeds at 10m above open water. Based on the ASCE 7 power-law model, the estimated ratio is 1.03. Based on the logarithmic law model, depending upon assumptions pertaining to the surface roughness for flow over open water, and upon the estimation method, the ratio varies from 1.03 to 1.12.

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References

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Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 133Issue 7July 2007
Pages: 1043 - 1045

History

Received: Mar 4, 2005
Accepted: Nov 14, 2005
Published online: Jul 1, 2007
Published in print: Jul 2007

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Notes

Note. Associate Editor: Kurtis R. Gurley

Authors

Affiliations

Emil Simiu, F.ASCE
NIST Fellow, Building and Fire Research Laboratory, National Institute of Standards and Technology, Gaithersburg, MD.
Peter Vickery, M.ASCE
Principal Engineer, Applied Research Association, IntraRisk Division, Raleigh, NC.
Ahsan Kareem, M.ASCE
Robert M. Moran Professor of Engineering, Dept. of Civil Engineering and Geological Sciences, Univ. of Notre Dame, Notre Dame, IN 46556.

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