My WebLink
|
Help
|
About
|
Sign Out
Home
Multi-Hazard Mitigation Plan: 05. Tropical Cyclones
PublicDocuments
>
Civil Defense
>
Multi-Hazard Mitigation Plan 2010
>
Multi-Hazard Mitigation Plan: 05. Tropical Cyclones
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/10/2011 3:03:07 PM
Creation date
8/10/2011 3:02:26 PM
Metadata
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
21
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
Chapter 5:Hazard Analysis—Tropical Cyclones <br /> The duration of storm surge is usually relatively short,being dependent upon the elevation of <br /> the tide, which rises and falls twice daily in most coastal places and the speed of a storm's <br /> onset. In Hawaii, the high velocities of hurricane winds often produce wave heights higher <br /> than the maximum level of the prevailing high tide or of the surge itself. <br /> In studying the aftermath of Hurricane Iniki it was discovered by researchers at the Army <br /> Corps of Engineers and the University of Hawaii (Fletcher and others, 1994)that the greatest <br /> threat related to hurricane overwash in the Hawaiian Islands is due to water-level rise from <br /> wave forces rather than wind forces. This differs from the mainland where the wind in a <br /> hurricane is known to drive water against the coast and cause flooding, called wind set-up. <br /> During Iniki, the strongest component of the overwash was the result of large waves, called <br /> wave set-up. Wind set-up appeared to be relatively less important. <br /> Other factors leading to coastal overwash are the low atmospheric pressure, the tide stage, <br /> coastal topography, and the location relative to the eye of the hurricane. Overwash mitigation <br /> must be enacted prior to the event. This would include adequate building setbacks so that <br /> development does not occur in high hazard areas of the coastal zone, elevation of existing <br /> structures to recommended levels, break-way ground floor walls that permit overwash <br /> flooding without compromising an entire structure, and other coastal construction techniques <br /> designed to reduce flood damage. <br /> FEMA has incorporated hurricane inundation from model scenarios into a flood insurance <br /> study for all islands including Hawaii, as discussed in the section below. <br /> 5.1.1.1 Hurricane Flood Insurance Study for the Hawaiian Islands <br /> The Hurricane Flood Insurance Study for the Hawaiian Islands was conducted under FEMA <br /> contract number EMW-2003-CO-0046, RMTC/URS Task Order 013. Under this contract, <br /> RMTC/URS, a joint venture consisting of R.M. Towill, URS, Dewberry, TerraPoint, <br /> Airborne 1, and Sea Engineering, was tasked to evaluate and map the magnitude and extent <br /> of coastal hazards due to hurricanes for six Hawaiian Islands, divided into four counties: <br /> Kauai (Kauai County), Oahu (City and County of Honolulu), Molokai, Maui, Lanai (Maui <br /> County), and Hawaii (Hawaii County). Although the effective (i.e., past) FIRMs for each <br /> county have accounted for tsunami hazards, the hurricane flood hazard had not been <br /> previously separately evaluated in a comprehensive study throughout the islands. <br /> In general, the hurricane coastal hazard analysis was limited to the southern coast of each <br /> island. This is due to several factors, including the predominance of tsunami hazards and <br /> limited low-lying areas susceptible to hurricane hazards along the north shore of the islands. <br /> Table 5-1 provides a summary of study limits. <br /> 5-2 Hawaii County Multi-Hazard Mitigation Plan <br />
The URL can be used to link to this page
Your browser does not support the video tag.