Hurricane Katrina Damage Survey
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Wind Speed-Damage Correlation in Hurricane Katrina
JP 1.36 WIND SPEED-DAMAGE CORRELATION IN HURRICANE KATRINA Timothy P. Marshall* Haag Engineering Co. Dallas, Texas 1. INTRODUCTION According to Knabb et al. (2006), Hurricane Katrina Mehta et al. (1983) and Kareem (1984) utilized the was the costliest hurricane disaster in the United States to concept of wind speed-damage correlation after date. The hurricane caused widespread devastation from Hurricanes Frederic and Alicia, respectively. In essence, Florida to Louisiana to Mississippi making a total of three each building acts like an anemometer that records the landfalls before dissipating over the Ohio River Valley. wind speed. A range of failure wind speeds can be The storm damaged or destroyed many properties, determined by analyzing building damage whereas especially near the coasts. undamaged buildings can provide upper bounds to the Since the hurricane, various agencies have conducted wind speeds. In 2006, WSEC developed a wind speed- building damage assessments to estimate the wind fields damage scale entitled the EF-scale, named after the late that occurred during the storm. The National Oceanic Dr. Ted Fujita. The author served on this committee. and Atmospheric Administration (NOAA, 2005a) Wind speed-damage correlation is useful especially conducted aerial and ground surveys and published a when few ground-based wind speed measurements are wind speed map. Likewise, the Federal Emergency available. Such was the case in Hurricane Katrina when Management Agency (FEMA, 2006) conducted a similar most of the automated stations failed before the eye study and produced another wind speed map. Both reached the coast. However, mobile towers were studies used a combination of wind speed-damage deployed by Texas Tech University (TTU) at Slidell, LA correlation, actual wind measurements, as well as and Bay St. -
Hurricanes Katrina and Rita – Louisiana's Response And
HURRICANES KATRINA AND RITA – LOUISIANA’S RESPONSE AND RECOVERY Ray A. Mumphrey, P.E., Louisiana Department of Transportation and Development, Baton Rouge, Louisiana, and Hossein Ghara, P.E., MBA, Louisiana Department of Transportation and Development, Baton Rouge, Louisiana KEYWORDS: Louisiana Department of Transportation and Development, National Oceanic and Atmospheric Administration, Federal Emergency Management Agency, Contra flow, Inundation, Fixed and Movable Bridges, Open Water Bridges, Coastal Protection and Restoration Authority ABSTRACT: Louisiana’s transportation and hurricane protection system took a tremendous blow from two major hurricanes that struck the coast of Louisiana in 2005, hurricanes Katrina and Rita. This presentation will introduce the audience to the transportation infrastructure damage Louisiana experienced as a result of these two storms and will describe how Louisiana is responding to the disasters and our road to recovery. Figure 1 - Hurricanes that hit the coast of Louisiana since 1900 As Louisiana residents, we become accustom to the ever present threat of hurricanes. Refer to figure 1. Much like other parts of the country, which have other natural disasters such as tornados, mud slides, avalanches or earthquakes, we just prepare for the worst, minimize loss of life and property, and thank God when it’s all over. As engineers we know we can always rebuild structures, and possibly restore livelihoods, but loss of life is not replaceable. 2005 STORMS Hurricane Katrina was a category 4 storm when it made landfall on August 29, 2005, along the Louisiana – Mississippi Gulf Coast. The storm was fast moving and provided minimum time for preparation. Refer to figure 2. “Hurricane Katrina was the most destructive hurricane to ever strike the U.S.” NOAA Just as we were getting back on our feet from the impacts of Hurricane Katrina, BAM! We were faced with another storm, Rita. -
Significant Loss Report
NATIONAL FLOOD INSURANCE PROGRAM Bureau and Statistical Agent W-01049 3019-01 MEMORANDUM TO: Write Your Own (WYO) Principal Coordinators and NFIP Servicing Agent FROM: WYO Clearinghouse DATE: July 18, 2001 SUBJECT: Significant Loss Report Enclosed is a listing of significant flooding events that occurred between February 1978 and October 2000. Only those events that had more than 1500 losses are included on the list. These data were compiled for WYO Companies and others to use to remind their customers of the impact of past flooding events. Please use this information in your marketing efforts as you feel it is appropriate. If you have any questions, please contact your WYO Program Coordinator. Enclosure cc: Vendors, IBHS, FIPNC, WYO Standards Committee, WYO Marketing Committee, ARCHIVEDGovernment Technical Representative APRIL 2018 Suggested Routing: Claims, Marketing, Underwriting 7700 HUBBLE DRIVE • LANHAM, MD 20706 • (301) 731-5300 COMPUTER SCIENCES CORPORATION, under contract to the FEDERAL EMERGENCY MANAGEMENT AGENCY, is the Bureau and Statistical Agent for the National Flood Insurance Program NATIONAL FLOOD INSURANCE PROGRAM SIGNIFICANT FLOOD EVENTS REPORT EVENT YEAR # PD LOSSES AMOUNT PD ($) AVG PD LOSS Massachusetts Flood Feb. 1978 Feb-78 2,195 $20,081,479 $9,149 Louisiana Flood May 1978 May-78 7,284 $43,288,709 $5,943 WV, IN, KY, OH Floods Dec 1978 Dec-78 1,879 $11,934,512 $6,352 PA, CT, MA, NJ, NY, RI Floods Jan-79 8,826 $31,487,015 $3,568 Texas Flood April 1979 Apr-79 1,897 $19,817,668 $10,447 Florida Flood April 1979 Apr-79 -
An Opinion on Cause of Damage Contents Introduction
An Opinion on Cause of Damage The Thomas and Pamela McIntosh Residence, Biloxi, Mississippi A supplemental report submitted April 20, 2009 Original report being supplemented Analysis and findings provided by: Kurtis R. Gurley, Ph.D. May 15, 2007 Dr. Gurley has been contracted to provide an expert opinion as to the cause of damage to the residence of Thomas and Pamela McIntosh as a result of Hurricane Katrina on August 29, 2005. The residence is located at 2558 South Shore Drive, Biloxi, Mississippi. Contents Introduction 1 Investigator background 2 Summary 2 Peak gusts and sustained wind speeds: Gust Factors 3 Wind and surge analysis at the McIntosh residence 7 Wind vs. surge damage: Photo evidence 15 Conclusions 31 References 32 Additional Findings 33 Appendix A – Drawings of McIntosh residence from Jenkins Eng. report 34 Appendix B – Video Clips Appendix C – Photographs of McIntosh home Appendix D – PowerPoint materials Appendix E – Additional presentation materials Introduction This report develops a basis for offering an opinion regarding wind and surge damage to the McIntosh property. Both the likelihood and timing of these sources of damage are investigated based upon available data and extensive personal experience documenting damage to structures from numerous recent U.S. land falling hurricanes. Preparation for writing this report included an analysis of all accessible relevant data: - Site visit to the property and surroundings on May 3, 2007 - Multi-day site visit to the Mississippi coast within days after Katrina landfall - Reliable ground-based measurements of wind speeds in Mississippi - Government developed wind fields and FEMA documents - Simulations of storm surge and winds via Adcirc and OceanWeather - Aerial photography taken immediately after Katrina landfall - Damage documentation reports - Reports, photos, and depositions for McIntosh vs. -
A Rapid Forecasting and Mapping System of Storm Surge and Coastal Flooding
AUGUST 2020 Y A N G E T A L . 1663 A Rapid Forecasting and Mapping System of Storm Surge and Coastal Flooding KUN YANG,VLADIMIR A. PARAMYGIN, AND Y. PETER SHENG Department of Civil and Coastal Engineering, University of Florida, Gainesville, Florida (Manuscript received 16 July 2019, in final form 2 March 2020) ABSTRACT A prototype of an efficient and accurate rapid forecasting and mapping system (RFMS) of storm surge is presented. Given a storm advisory from the National Hurricane Center, the RFMS can generate a coastal inundation map on a high-resolution grid in 1 min (reference system Intel Core i7–3770K). The foundation of the RFMS is a storm surge database consisting of high-resolution simulations of 490 optimal storms generated by a robust storm surge modeling system, Curvilinear-Grid Hydrodynamics in 3D (CH3D-SSMS). The RFMS uses an efficient quick kriging interpolation scheme to interpolate the surge response from the storm surge database, which considers tens of thousands of combinations of five landfall parameters of storms: central pressure deficit, radius to maximum wind, forward speed, heading direction, and landfall location. The RFMS is applied to southwest Florida using data from Hurricane Charley in 2004 and Hurricane Irma in 2017, and to the Florida Panhandle using data from Hurricane Michael in 2018 and validated with observed high water mark data. The RFMS results agree well with observation and direct simulation of the high-resolution CH3D- SSMS. The RFMS can be used for real-time forecasting during a hurricane or ‘‘what-if’’ scenarios for miti- gation planning and preparedness training, or to produce a probabilistic flood map. -
Hurricane and Tropical Storm
State of New Jersey 2014 Hazard Mitigation Plan Section 5. Risk Assessment 5.8 Hurricane and Tropical Storm 2014 Plan Update Changes The 2014 Plan Update includes tropical storms, hurricanes and storm surge in this hazard profile. In the 2011 HMP, storm surge was included in the flood hazard. The hazard profile has been significantly enhanced to include a detailed hazard description, location, extent, previous occurrences, probability of future occurrence, severity, warning time and secondary impacts. New and updated data and figures from ONJSC are incorporated. New and updated figures from other federal and state agencies are incorporated. Potential change in climate and its impacts on the flood hazard are discussed. The vulnerability assessment now directly follows the hazard profile. An exposure analysis of the population, general building stock, State-owned and leased buildings, critical facilities and infrastructure was conducted using best available SLOSH and storm surge data. Environmental impacts is a new subsection. 5.8.1 Profile 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 (National Oceanic and Atmospheric Administration [NOAA] 2013a). 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. -
National Oceanic and Atmospheric Administration (NOAA)
1 2 3 4 National Oceanic and Atmospheric Hurricane Katrina 23–30 August 2005—Tropical How Does A Hurricane Form? L Administration (NOAA)’s GOES Cyclone Report Cold, unstable air Hurricanes are the most awesome, violent storms on Earth. They form over warm ocean waters. Actually, the term “hurricane” is used only for the large storms that form over the Atlantic Ocean or eastern Pacific Ocean. NOAA’s Geostationary Operational Environmental Satellites (GOES) continuously observe and measure Richard D. Knabb, Jamie R. Rhome, and Daniel P. Brown meteorological phenomena in real time, providing the meteorological community and the atmospheric scien- National Hurricane Center, 20 December 2005 tist observational and measurement data of the Western Hemisphere. Forecasting the approach of severe The generic, scientific term for storms, the GOES system of weather satellites provides timely environmental information to meteorologists Katrina was an extraordinarily powerful and deadly hurricane that carved a wide swath of catastrophic these storms, wherever they Warm, humid air and their audiences alike—graphically displaying the intensity, path, and size of storms. In addition to short- damage and inflicted large loss of life. It was the costliest and one of the five deadliest hurricanes to ever occur, is tropical cyclone. term weather forecasting, GOES data is used to support atmospheric science research, numerical weather strike the United States. Katrina first caused fatalities and damage in southern Florida as a Category 1 Depending on where in the prediction models, and environmental sensor design and development. hurricane on the Saffir-Simpson Hurricane Scale. After reaching Category 5 intensity over the central Gulf of world they are born, other H Typhoons Warm Mexico, Katrina weakened to Category 3 before making landfall on the northern Gulf coast. -
Hurricane Irma Storm Review
Hurricane Irma Storm Review November 11, 2018 At Duke Energy Florida, we power more than 4 million lives Service territory includes: . Service to 1.8 million retail customers in 35 counties . 13,000 square miles . More than 5,100 miles of transmission lines and 32,000 miles of distribution lines . Owns and operates nearly 9,500 MWs of generating capacity . 76.2% gas, 21% coal, 3% renewable, 0.2%oil, 2,400 MWs Purchased Power. 2 Storm Preparedness Activities Operational preparation is a year-round activity Coordination with County EOC Officials . Transmission & Distribution Systems Inspected and . Structured Engagement and Information Maintained Sharing Before, During and After Hurricane . Storm Organizations Drilled & Prepared . Coordination with county EOC priorities . Internal and External Resource Needs Secured . Public Communications and Outreach . Response Plan Tested and Continuously Improved Storm Restoration Organization Transmission Hurricane Distribution System Preparedness System Local Governmental Coordination 3 Hurricane Irma – Resources & Logistics Resources . 12,528 Total Resources . 1,553 pre-staged in Perry, Georgia . 91 line and vegetation vendors from 25 states . Duke Energy Carolinas and Midwest crews as well as resources from Texas, New York, Louisiana, Colorado, Illinois, Oklahoma, Minnesota, Maine and Canada . 26 independent basecamps, parking/staging sites Mutual Assistance . Largest mobilization in DEF history . Mutual Assistance Agreements, executed between DEF and other utilities, ensure that resources can be timely dispatched and fairly apportioned. Southeastern Electric Exchange coordinates Mutual Assistance 4 5. Individual homes RESTORATION 3. Critical Infrastructure 2. Substations 1. Transmission Lines 4. High-density neighborhoods 5 Hurricane Irma- Restoration Irma’s track northward up the Florida peninsula Restoration Summary resulted in a broad swath of hurricane and tropical Customers Peak Customers Outage storm force winds. -
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. -
RE-ANALYSIS of 1969'S HURRICANE CAMILLE COMPLETED Catastrophic Hurricane Now Ranks As Second Strongest on Record
RE-ANALYSIS OF 1969’s HURRICANE CAMILLE COMPLETED Catastrophic hurricane now ranks as second strongest on record A re-analysis of the database for Hurricane Camille, an extremely intense hurricane that devastated the U.S. Gulf Coast on the night of August 17, 1969, has been completed. Based upon this reassessment, Hurricane Camille is indicated at landfall on the Mississippi coast to have been a Category 5 on the Saffir-Simpson Hurricane Wind Scale with peak sustained winds of 175 mph and a central pressure of 900 mb. This is the same category as analyzed originally, but the peak sustained winds were reduced from 190 mph and the central pressure lowered from 909 mb. Camille is also reanalyzed to have undergone genesis as a tropical cyclone 18 hours earlier than first indicated on August 14, 1969. When comparing Camille with the two other known Category 5 hurricanes that have struck the continental United States since 1900, Camille (900 mb and 175 mph) ranks between the 1935 Labor Day hurricane (892 mb and 185 mph) and 1992’s Andrew (922 mb and 165 mph) as the strongest hurricanes on record at landfall. Hurricane Camille on the afternoon of August 17, 1969, from the ESSA-9 polar orbiting satellite. Revisions to the Camille’s database were accomplished by obtaining the original observations collected – mainly by ships, weather stations, coastal radars, Navy/Air Force/Environmental Science Services Administration (ESSA) Hurricane Hunter aircraft reconnaissance planes, ESSA/NASA satellite imagery – and analyzing Camille based upon our understanding of hurricanes today. (The agency ESSA is now the National Oceanic and Atmospheric Administration - NOAA.) Margie Kieper, Jack Beven, Hugh Willoughby, Chris Landsea, and the NHC Best Track Change Committee all made substantial contributions toward the reanalysis of this devastating hurricane. -
Fishing Pier Design Guidance Part 1
Fishing Pier Design Guidance Part 1: Historical Pier Damage in Florida Ralph R. Clark Florida Department of Environmental Protection Bureau of Beaches and Coastal Systems May 2010 Table of Contents Foreword............................................................................................................................. i Table of Contents ............................................................................................................... ii Chapter 1 – Introduction................................................................................................... 1 Chapter 2 – Ocean and Gulf Pier Damages in Florida................................................... 4 Chapter 3 – Three Major Hurricanes of the Late 1970’s............................................... 6 September 23, 1975 – Hurricane Eloise ...................................................................... 6 September 3, 1979 – Hurricane David ........................................................................ 6 September 13, 1979 – Hurricane Frederic.................................................................. 7 Chapter 4 – Two Hurricanes and Four Storms of the 1980’s........................................ 8 June 18, 1982 – No Name Storm.................................................................................. 8 November 21-24, 1984 – Thanksgiving Storm............................................................ 8 August 30-September 1, 1985 – Hurricane Elena ...................................................... 9 October 31,