Economic Impacts of Hurricanes on Forest Owners
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
Tropical Cyclone Report for Hurricane Ivan
Tropical Cyclone Report Hurricane Ivan 2-24 September 2004 Stacy R. Stewart National Hurricane Center 16 December 2004 Updated 27 May 2005 to revise damage estimate Updated 11 August 2011 to revise damage estimate Ivan was a classical, long-lived Cape Verde hurricane that reached Category 5 strength three times on the Saffir-Simpson Hurricane Scale (SSHS). It was also the strongest hurricane on record that far south east of the Lesser Antilles. Ivan caused considerable damage and loss of life as it passed through the Caribbean Sea. a. Synoptic History Ivan developed from a large tropical wave that moved off the west coast of Africa on 31 August. Although the wave was accompanied by a surface pressure system and an impressive upper-level outflow pattern, associated convection was limited and not well organized. However, by early on 1 September, convective banding began to develop around the low-level center and Dvorak satellite classifications were initiated later that day. Favorable upper-level outflow and low shear environment was conducive for the formation of vigorous deep convection to develop and persist near the center, and it is estimated that a tropical depression formed around 1800 UTC 2 September. Figure 1 depicts the “best track” of the tropical cyclone’s path. The wind and pressure histories are shown in Figs. 2a and 3a, respectively. Table 1 is a listing of the best track positions and intensities. Despite a relatively low latitude (9.7o N), development continued and it is estimated that the cyclone became Tropical Storm Ivan just 12 h later at 0600 UTC 3 September. -
10R.3 the Tornado Outbreak Across the North Florida Panhandle in Association with Hurricane Ivan
10R.3 The Tornado Outbreak across the North Florida Panhandle in association with Hurricane Ivan Andrew I. Watson* Michael A. Jamski T.J. Turnage NOAA/National Weather Service Tallahassee, Florida Joshua R.Bowen Meteorology Department Florida State University Tallahassee, Florida Jason C. Kelley WJHG-TV Panama City, Florida 1. INTRODUCTION their mobile homes were destroyed near Blountstown, Florida. Hurricane Ivan made landfall early on the morning of 16 September 2004, just west of Overall, there were 24 tornadoes reported Gulf Shores, Alabama as a category 3 across the National Weather Service (NWS) hurricane on the Saffir-Simpson Hurricane Tallahassee forecast area. The office issued Scale. Approximately 117 tornadoes were 130 tornado warnings from the afternoon of 15 reported associated with Ivan across the September until just after daybreak on 16 southeast United States. Eight people were September. killed and 17 were injured by tornadoes (Storm Data 2004; Stewart 2004). The most The paper examines the convective cells significant tornadoes occurred as hurricane within the rain bands of hurricane Ivan, which Ivan approached the Florida Gulf coast on the produced these tornadoes across the Florida afternoon and evening of 15 September. Panhandle, Big Bend, and southwest Georgia. The structure of the tornadic and non-tornadic The intense outer rain bands of Ivan supercells is examined for clues on how to produced numerous supercells over portions better warn for these types of storms. This of the Florida Panhandle, Big Bend, southwest study will focus on the short-term predictability Georgia, and Gulf coastal waters. In turn, of these dangerous storms, and will these supercells spawned dozens of investigate the problem of how to reduce the tornadoes. -
Background Hurricane Katrina
PARTPART 33 IMPACTIMPACT OFOF HURRICANESHURRICANES ONON NEWNEW ORLEANSORLEANS ANDAND THETHE GULFGULF COASTCOAST 19001900--19981998 HURRICANEHURRICANE--CAUSEDCAUSED FLOODINGFLOODING OFOF NEWNEW ORLEANSORLEANS •• SinceSince 1559,1559, 172172 hurricaneshurricanes havehave struckstruck southernsouthern LouisianaLouisiana ((ShallatShallat,, 2000).2000). •• OfOf these,these, 3838 havehave causedcaused floodingflooding inin NewNew thethe OrleansOrleans area,area, usuallyusually viavia LakeLake PonchartrainPonchartrain.. •• SomeSome ofof thethe moremore notablenotable eventsevents havehave included:included: SomeSome ofof thethe moremore notablenotable eventsevents havehave included:included: 1812,1812, 1831,1831, 1860,1860, 1915,1915, 1947,1947, 1965,1965, 1969,1969, andand 20052005.. IsaacIsaac MonroeMonroe ClineCline USWS meteorologist Isaac Monroe Cline pioneered the study of tropical cyclones and hurricanes in the early 20th Century, by recording barometric pressures, storm surges, and wind velocities. •• Cline charted barometric gradients (right) and tracked the eyes of hurricanes as they approached landfall. This shows the event of Sept 29, 1915 hitting the New Orleans area. • Storm or tidal surges are caused by lifting of the oceanic surface by abnormal low atmospheric pressure beneath the eye of a hurricane. The faster the winds, the lower the pressure; and the greater the storm surge. At its peak, Hurricane Katrina caused a surge 53 feet high under its eye as it approached the Louisiana coast, triggering a storm surge advisory of 18 to 28 feet in New Orleans (image from USA Today). StormStorm SurgeSurge •• The surge effect is minimal in the open ocean, because the water falls back on itself •• As the storm makes landfall, water is lifted onto the continent, locally elevating the sea level, much like a tsunami, but with much higher winds Images from USA Today •• Cline showed that it was then northeast quadrant of a cyclonic event that produced the greatest storm surge, in accordance with the drop in barometric pressure. -
A FAILURE of INITIATIVE Final Report of the Select Bipartisan Committee to Investigate the Preparation for and Response to Hurricane Katrina
A FAILURE OF INITIATIVE Final Report of the Select Bipartisan Committee to Investigate the Preparation for and Response to Hurricane Katrina U.S. House of Representatives 4 A FAILURE OF INITIATIVE A FAILURE OF INITIATIVE Final Report of the Select Bipartisan Committee to Investigate the Preparation for and Response to Hurricane Katrina Union Calendar No. 00 109th Congress Report 2nd Session 000-000 A FAILURE OF INITIATIVE Final Report of the Select Bipartisan Committee to Investigate the Preparation for and Response to Hurricane Katrina Report by the Select Bipartisan Committee to Investigate the Preparation for and Response to Hurricane Katrina Available via the World Wide Web: http://www.gpoacess.gov/congress/index.html February 15, 2006. — Committed to the Committee of the Whole House on the State of the Union and ordered to be printed U. S. GOVERNMEN T PRINTING OFFICE Keeping America Informed I www.gpo.gov WASHINGTON 2 0 0 6 23950 PDF For sale by the Superintendent of Documents, U.S. Government Printing Office Internet: bookstore.gpo.gov Phone: toll free (866) 512-1800; DC area (202) 512-1800 Fax: (202) 512-2250 Mail: Stop SSOP, Washington, DC 20402-0001 COVER PHOTO: FEMA, BACKGROUND PHOTO: NASA SELECT BIPARTISAN COMMITTEE TO INVESTIGATE THE PREPARATION FOR AND RESPONSE TO HURRICANE KATRINA TOM DAVIS, (VA) Chairman HAROLD ROGERS (KY) CHRISTOPHER SHAYS (CT) HENRY BONILLA (TX) STEVE BUYER (IN) SUE MYRICK (NC) MAC THORNBERRY (TX) KAY GRANGER (TX) CHARLES W. “CHIP” PICKERING (MS) BILL SHUSTER (PA) JEFF MILLER (FL) Members who participated at the invitation of the Select Committee CHARLIE MELANCON (LA) GENE TAYLOR (MS) WILLIAM J. -
1989 Hurricane Hugo - September 1989
1989 Hurricane Hugo - September 1989. Category 4 hurricane devastates SC and NC with ~ 20 foot storm surge and severe wind damage after hitting PR and the U.S. Virgin Islands; over $9.0 (13.9) billion (about $7.1 (10.9) billion in Carolinas); 86 deaths (57--U.S. mainland, 29--U.S. Islands). Hurricane Hugo was a powerful Cape Verde hurricane that caused widespread damage and loss of life in Guadeloupe, Saint Croix, Puerto Rico, and the Southeast United States. It formed over the eastern Atlantic near the Cape Verde Islands on September 9, 1989. Hugo moved thousands of miles across the Atlantic, rapidly strengthening to briefly attain category 5 hurricane strength on its journey. It later crossed over Guadeloupe and St. Croix on September 17 and 18 as a category 4 hurricane. Weakening slightly more, it passed over Puerto Rico as a strong category 3 hurricane. Further weakening occurred several hours after re-emerging into the Atlantic, becoming downgraded to a category 2 hurricane. However, it re-strengthened into a category 4 hurricane before making landfall just slightly north of Charleston, on Isle of Palms on September 22 with 140 mph sustained winds (gusts to more than 160 mph). It had devolved to a remnant low near Lake Erie by the next day. As of 2016, Hurricane Hugo is the most intense tropical cyclone to strike the East Coast north of Florida since 1898. Hurricane Hugo caused 34 fatalities (most by electrocution or drowning) in the Caribbean and 27 in South Carolina, left nearly 100,000 homeless, and resulted in $9.47 billion (1989 USD) in damage overall, making it the most damaging hurricane ever recorded at the time. -
Storm Tide Simulations for Hurricane Hugo (1989): on the Significance of Including Inland Flooding Areas
STORM TIDE SIMULATIONS FOR HURRICANE HUGO (1989): ON THE SIGNIFICANCE OF INCLUDING INLAND FLOODING AREAS by DANIEL DIETSCHE B.S. Basle Institute of Technology, Switzerland, 1993 A thesis submitted in partial fulfillment of the requirements for the degree of Master of Science in the Department of Civil and Environmental Engineering in the College of Engineering and Computer Science at the University of Central Florida Orlando, Florida Summer Term 2004 ABSTRACT In this study, storm tides are simulated by performing a hindcast of water surface levels produced by Hurricane Hugo (1989). The region of interest incorporates inundation areas between Charleston and Shallotte Inlet (120 miles northeast of Charleston) and includes Bulls Bay where the highest storm surge of about 20 feet occurred. The study domain also contains an important riverine system which is connected to the Winyah Bay: the Waccamaw River up to Conway including all pertinent tributaries (Sampit River, Black River, and Pee Dee River), and the Atlantic Intracoastal Waterway (AIW) within the Grand Strand (Myrtle Beach). Five different two-dimensional finite element models with triangular elements are applied in order to simulate the storm tides, allow for inundation, and provide a basis of comparison to assess the significance of including inundation areas and two extents of spatial discretization. Four computational regions comprise a semicircular mesh encompassing the South Carolina coast including all relevant estuaries and bays as well as the continental shelf. Two of these four computational regions include inland topography allowing the model to simulate inland flooding. One of the floodplain meshes is then incorporated into the Western North Atlantic Tidal (WNAT) model domain to produce a fifth computational region. -
Hurricane & Tropical Storm
5.8 HURRICANE & TROPICAL STORM SECTION 5.8 HURRICANE AND TROPICAL STORM 5.8.1 HAZARD DESCRIPTION A tropical cyclone is a rotating, organized system of clouds and thunderstorms that originates over tropical or sub-tropical waters and has a closed low-level circulation. Tropical depressions, tropical storms, and hurricanes are all considered tropical cyclones. These storms rotate counterclockwise in the northern hemisphere around the center and are accompanied by heavy rain and strong winds (NOAA, 2013). Almost all tropical storms and hurricanes in the Atlantic basin (which includes the Gulf of Mexico and Caribbean Sea) form between June 1 and November 30 (hurricane season). August and September are peak months for hurricane development. The average wind speeds for tropical storms and hurricanes are listed below: . A tropical depression has a maximum sustained wind speeds of 38 miles per hour (mph) or less . A tropical storm has maximum sustained wind speeds of 39 to 73 mph . A hurricane has maximum sustained wind speeds of 74 mph or higher. In the western North Pacific, hurricanes are called typhoons; similar storms in the Indian Ocean and South Pacific Ocean are called cyclones. A major hurricane has maximum sustained wind speeds of 111 mph or higher (NOAA, 2013). Over a two-year period, the United States coastline is struck by an average of three hurricanes, one of which is classified as a major hurricane. Hurricanes, tropical storms, and tropical depressions may pose a threat to life and property. These storms bring heavy rain, storm surge and flooding (NOAA, 2013). The cooler waters off the coast of New Jersey can serve to diminish the energy of storms that have traveled up the eastern seaboard. -
Hurricane Marãa Tripled Stem Breaks and Doubled Tree Mortality Relative
ARTICLE https://doi.org/10.1038/s41467-019-09319-2 OPEN Hurricane María tripled stem breaks and doubled tree mortality relative to other major storms María Uriarte 1, Jill Thompson2 & Jess K. Zimmerman3 Tropical cyclones are expected to intensify under a warming climate, with uncertain effects on tropical forests. One key challenge to predicting how more intense storms will influence these ecosystems is to attribute impacts specifically to storm meteorology rather than dif- 1234567890():,; ferences in forest characteristics. Here we compare tree damage data collected in the same forest in Puerto Rico after Hurricanes Hugo (1989, category 3), Georges (1998, category 3), and María (2017, category 4). María killed twice as many trees as Hugo, and for all but two species, broke 2- to 12-fold more stems than the other two storms. Species with high density wood were resistant to uprooting, hurricane-induced mortality, and were protected from breakage during Hugo but not María. Tree inventories and a wind exposure model allow us to attribute these differences in impacts to storm meteorology. A better understanding of risk factors associated with tree species susceptibility to severe storms is key to predicting the future of forest ecosystems under climate warming. 1 Department of Ecology Evolution and Environmental Biology, Columbia University, 1200 Amsterdam Avenue, New York, NY 10027, USA. 2 Centre for Ecology & Hydrology Bush Estate, Penicuik, Midlothian EH26 0QB, UK. 3 Department of Environmental Sciences, University of Puerto Rico, San Juan, Puerto Rico 00925, USA. Correspondence and requests for materials should be addressed to M.U. (email: [email protected]) NATURE COMMUNICATIONS | (2019) 10:1362 | https://doi.org/10.1038/s41467-019-09319-2 | www.nature.com/naturecommunications 1 ARTICLE NATURE COMMUNICATIONS | https://doi.org/10.1038/s41467-019-09319-2 yclonic storms (hurricanes, cyclones, and typhoons) exposure to wind or the structure and composition of forests at Crepresent the dominant natural disturbance in coastal the time the storm struck. -
Hurricane Andrew in Florida: Dynamics of a Disaster ^
Hurricane Andrew in Florida: Dynamics of a Disaster ^ H. E. Willoughby and P. G. Black Hurricane Research Division, AOML/NOAA, Miami, Florida ABSTRACT Four meteorological factors aggravated the devastation when Hurricane Andrew struck South Florida: completed replacement of the original eyewall by an outer, concentric eyewall while Andrew was still at sea; storm translation so fast that the eye crossed the populated coastline before the influence of land could weaken it appreciably; extreme wind speed, 82 m s_1 winds measured by aircraft flying at 2.5 km; and formation of an intense, but nontornadic, convective vortex in the eyewall at the time of landfall. Although Andrew weakened for 12 h during the eyewall replacement, it contained vigorous convection and was reintensifying rapidly as it passed onshore. The Gulf Stream just offshore was warm enough to support a sea level pressure 20-30 hPa lower than the 922 hPa attained, but Andrew hit land before it could reach this potential. The difficult-to-predict mesoscale and vortex-scale phenomena determined the course of events on that windy morning, not a long-term trend toward worse hurricanes. 1. Introduction might have been a harbinger of more devastating hur- ricanes on a warmer globe (e.g., Fisher 1994). Here When Hurricane Andrew smashed into South we interpret Andrew's progress to show that the ori- Florida on 24 August 1992, it was the third most in- gins of the disaster were too complicated to be ex- tense hurricane to cross the United States coastline in plained by thermodynamics alone. the 125-year quantitative climatology. -
Comparison of Destructive Wind Forces of Hurricane Irma with Other Hurricanes Impacting NASA Kennedy Space Center, 2004-2017
Comparison of Destructive Wind Forces of Hurricane Irma with Other Hurricanes Impacting NASA Kennedy Space Center, 2004 - 2017 Presenter: Mrs. Kathy Rice Authors KSC Weather: Dr. Lisa Huddleston Ms. Launa Maier Dr. Kristin Smith Mrs. Kathy Rice NWS Melbourne: Mr. David Sharp NOT EXPORT CONTROLLED This document has been reviewed by the KSC Export Control Office and it has been determined that it does not meet the criteria for control under the International Traffic in Arms Regulations (ITAR) or Export Administration Regulations (EAR). Reference EDR Log #: 4657, NASA KSC Export Control Office, (321) 867-9209 1 Hurricanes Impacting KSC • In September 2017, Hurricane Irma produced sustained hurricane force winds resulting in facility damage at Kennedy Space Center (KSC). • In 2004, 2005, and 2016, hurricanes Charley, Frances, Jeanne, Wilma, and Matthew also caused damage at KSC. • Destructive energies from sustained wind speed were calculated to compare these hurricanes. • Emphasis is placed on persistent horizontal wind force rather than convective pulses. • Result: Although Hurricane Matthew (2016) provided the highest observed wind speed and greatest kinetic energy, the destructive force was greater from Hurricane Irma. 2 Powell & Reinhold’s Article 2007 • Purpose: “Broaden the scientific debate on how best to describe a hurricane’s destructive potential” • Names the following as poor indicators of a hurricane’s destructive potential • Intensity (Max Sustained Surface Winds): Provides a measure to compare storms, but does not measure destructive potential since it does not account for storm size. • The Saffir-Simpson scale: Useful for communicating risk to individuals and communities, but is only a measure of max sustained winds, again, not accounting for storm size. -
Hurricane Ivan Damage Survey
P 7.4 HURRICANE IVAN DAMAGE SURVEY Timothy P. Marshall* Haag Engineering Co. Dallas, Texas 1. INTRODUCTION The author conducted aerial and ground damage surveys along the Florida and Alabama coasts after Hurricane Ivan. The purpose of these surveys was to: 1) determine the height of the storm surge, 2) acquire wind velocity data, 3) determine the timing of each, and 4) assess the performance of buildings exposed to wind and water effects. Particular emphasis was placed on delineating wind and water damage. A similar study has just been published by FEMA (2005). The author rode out Hurricane Ivan near Pensacola, FL then conducted hundreds of site specific inspections the year following the hurricane. Most buildings examined were wood-framed structures. Remaining buildings consisted of concrete masonry as well as Figure 1. Enhanced color infrared satellite image of multi-story, steel-reinforced, concrete structures. Hurricane Ivan at landfall near Gulf Shores, AL around Various building failure modes were observed. 0700 UTC (2a.m.) on the morning of 16 September Typically, wind exploited poorly anchored or attached 2004. Arrow indicates location of author. Image roofs and vinyl siding whereas wave action courtesy of NOAA/NWS. undermined, collapsed and destroyed buildings near the coast. Wind damage generally began at roof levels Analysis of radar data revealed that Hurricane Ivan whereas wave damage attacked the bases of buildings. had a closed eyewall until it was about 100 km (62 Both lateral and uplift forces were applied to the miles) from the Alabama coast. According to Stewart buildings from wind and water and examples of such (2005), a combination of dry air from Louisiana, failures will be shown in this paper. -
Learning from Hurricane Hugo: Implications for Public Policy
LEARNING FROM HURRICANE HUGO: IMPLICATIONS FOR PUBLIC POLICY prepared for the FEDERAL INSURANCE ADMINISTRATION FEDERAL EMERGENCY MANAGEMENT AGENCY 500 C Street, S.W. Washington, D.C. 20472 under contract no. EMW-90-G-3304,A001 June 1992 CONTENTS INTRODUCTION ............................... 1.............I PHYSICAL CHARACTERISTICS OF THE STORM . 3 Wind Speeds .3 IMPACTS ON NATURAL SYSTEMS 5 ................................ Biological Systems ....... .................................5 Dunes and Beaches ....... .5............................... Beach Nourishment . .................................7 IMPACTS ON HUMANS AND HUMAN SYSTEMS ............................ 9 Deaths and Injuries ............................ 9 Housing ............................ 9 Utilities ................... 10 Transportation Systems .1................... 10 The Economy ................... 11 Psychological Effects ................... 11 INSURANCE .......................... 13 COASTAL DEVELOPMENT .......................... 14 Setbacks ........................... 15 Coastal Protection Structures .......................... 16 PERFORMANCE OF STRUCTURES ..... .... 18 Effects of Wind and/or Water ...... .... 18 Effects of Water, Waves, or Erosion . .. .18 Effects of Wind .............. .... 19 Foundations .................. .... 21 Slabs ................ .... 22 Piers and Columns ....... .... 22 Pilings............... .... 22 Elevation .................. .... 23 Lower Area Enclosures .... .... 23 Connections ................. ....24 Manufactured Housing .......... .... 24