A Multiscale Numerical Study of Hurricane Andrew (1992). Part I: Explicit Simulation and Veri®Cation''

Total Page:16

File Type:pdf, Size:1020Kb

A Multiscale Numerical Study of Hurricane Andrew (1992). Part I: Explicit Simulation and Veri®Cation'' 1706 MONTHLY WEATHER REVIEW VOLUME 127 Comments on ``A Multiscale Numerical Study of Hurricane Andrew (1992). Part I: Explicit Simulation and Veri®cation'' MARK D. POWELL AND SAMUEL H. HOUSTON NOAA/Hurricane Research Division, Miami, Florida 18 February 1998 and 11 June 1998 1. Introduction The purpose of this comment is to discuss differences between the observed (PH) and simulated (LZY) surface In their paper ``A multiscale numerical study of Hur- wind distributions at landfall and to compare the mod- ricane Andrew (1992). Part I: Explicit simulation and eled and observed wind maxima using a standard frame- veri®cation,'' Liu et al. (1997, hereafter referred to as work. LZY) present an impressive simulation of a mature trop- ical cyclone initialized with environmental data and op- erational model analyses obtained during Hurricane An- 2. Distribution of surface winds at landfall drew. The simulated tropical cyclone makes landfall The only prelandfall simulated wind ®elds shown by near Palm Beach, Florida, with an eye diameter about LZY (in their Fig. 16, valid for 2000 UTC 23 August, twice that observed. The minimum central sea level about 11 h before simulated landfall) show a wind max- pressure at landfall is similar to that observed when imum in the northern semicircle at the 95.0- and 85.0- Hurricane Andrew made landfall about 105 km farther kPa levels. The LZY landfall wind ®eld (Fig. 7 of LZY) south near Homestead, Florida. According to Fig. 2 of contained maximum winds on the north side of the storm LZY, the simulated storm begins ®lling at landfall and with maximum winds over land of about the same mag- its pressure increases to about 944 hPa in 5 h, similar nitude as adjacent winds over the water with little in- to that observed in Andrew (Powell et al. 1996; Powell dication of a discontinuity associated with the land±sea and Houston 1996, hereafter referred to as PHR and roughness change. While location of the wind maximum PH). LZY compared the surface wind ®eld of the sim- on the north side compared well with the observed wind ulated storm to that observed in Hurricane Andrew by ®eld described in PH, the lack of any discontinuity along PH and suggested that the coastal discontinuities pub- the coastline was suspect. Coastal wind discontinuities lished in PH were the product of reducing ¯ight-level have been observed in numerous storms (Graham and winds to the surface with a planetary boundary layer Hudson 1960)Ðthe Lake Okeechobee hurricanes of (PBL) model, analyzing land and marine observations 1949 and 1950 (Myers 1954), Hurricanes Belle of 1976 separately, and then merging them at the coastline (SethuRaman 1979), Frederic of 1979 (Powell 1982), ``without including full dynamic and physics interac- Alicia of 1983 (Powell 1987), Hugo of 1989 (Powell et tions.'' LZY provided little information on the preland- al. 1991), and Andrew (PHR; PH)Ðas well as in nu- fall wind distribution and land surface properties to sub- merical simulations of tropical cyclone landfall wind stantiate the landfall wind ®eld produced by their model. ®elds (Moss and Jones 1978; Tuleya and Kurihara 1978; The reply to this comment (Zhang et al. 1999, hereafter Tuleya et al. 1984; Tuleya 1994). As described in PH referred to as ZLY) indicates that the landfall winds (section 3a), this discontinuity actually corresponds to described in LZY correspond to a completely different a transition zone where the ¯ow is in the process of framework for exposure, height, and averaging time adjusting to a new underlying surface. than that used by PH. The lack of coastal discontinuities In their reply, Fig. 3c of ZLY describes the simulated in LZY's landfall wind ®eld corresponds to a distinct wind ®eld 2 h prior to landfall showing strongest winds prelandfall wind distribution that differs both from the in a semicircle on the west (landward) side of the storm observations and earlier hours of the simulation. at 40 m. The landward wind maxima is quite different from the northward maximum described 11 h earlier in LZY (Fig. 16) and helps explain the lack of a coastal Corresponding author address: Dr. Mark D. Powell, NOAA-HRD- wind discontinuity. With this type of maximum wind AOML, 4301 Rickenbacker Cswy., Miami, FL 33149. distribution the frictional effects at landfall would re- E-mail: [email protected] duce the west semicircle wind maximum such that the JULY 1999 NOTES AND CORRESPONDENCE 1707 FIG. 1. (a) Hurricane Andrew wind speed distribution for 0000 UTC 23 August 1992 at the 0.5-km level derived from NOAA P3 airborne Doppler radar wind measurements using the extended velocity track display method. (b) Hodograph created from Doppler wind measurements using EVTD. East±west (U) and north±south (V) component winds in m s21, numbers adjacent to curve mark altitudes in km. differences between maximum winds over land and wa- deepening stage at 96.0 kPa, the National Oceanic and ter would be small. Effectively, this results in a rotation Atmospheric Administration (NOAA) P3 research air- of the wind maximum to just offshore on the north side craft were conducting a synoptic ¯ow experiment and (Fig. 4a of ZLY). The LZY simulation is remarkably collected wind velocity measurements with the airborne similar to a study by Moss and Jones (1978) for a hur- Doppler radar. Using the extended velocity track display ricane moving west at5ms21. In their simulation, a (EVTD) method (Roux and Marks 1996), the wind dis- low-level wind maximum initially in the right (north) tribution at 500 m (Fig. 1a) depicts maximum wind semicircle rotated to the landward side several hours speeds on the northwestern side that persisted through before landfall with a subsequent shift of the maximum 5 km. winds to the north side at landfall. A simulation for a A persistent shift in the azimuthal position of the wind storm moving west at 10 m s21 by Tuleya et al. (1984) maximum with height could be produced by vertical maintained maximum surface winds in the northern shear of the environmental ¯ow (Marks et al. 1992). A semicircle throughout the landfall process. For trans- front-side, landward wind maximum at the surface im- lation speeds similar to Andrew, tropical cyclone bound- plies a strong cross-track environmental shear associated ary layer ¯ow models (Myers and Malkin 1961; Shapiro with northerly ¯ow at the surface. A hodograph created 1983; Wang and Holland 1997) suggest a wind maxi- from the EVTD analysis (Fig. 1b) shows very little mum on the front right or right side of the storm (relative cross-track shear in the lower 3 km. Northerly shear is to the earth), but do not address landfall. suggested from 3 to 6 km, with southerly shear from 8 The physical processes associated with a shift of the to 13 km. simulation wind maximum to the landward front (west) Examination of air force reconnaissance eyewall semicircle shortly before landfall are of great interest passes at 3 km from 23 August (not shown) con®rm since the northwesterly ¯ow over land obstacles on the that the wind maximum was maintained in the right west side would contain much higher turbulent intensity (north) semicircle for the entire prelandfall period. than northeasterly ¯ow with a marine fetch on the north Highest winds were located 16±25 km north (;0330 side. An investigation relating landfall wind distribution UTC), northwest (;1200 UTC), and northeast (;1600± changes to variations in model parameters, storm speed, 2230 UTC) of the center on 23 August and then re- and environmental ¯ow speci®cations would help to un- mained north of the center through landfall. Considering derstand the model's sensitivity and suggest processes that the position of the wind maxima at the 500-m and that may be important at landfall. 3.0-km levels were well correlated from the earlier At ;0000 UTC 23 August, while Andrew was in its Doppler measurements, a landward shift of the surface 1708 MONTHLY WEATHER REVIEW VOLUME 127 wind maximum to the front semicircle is not consistent 3. Comparison of maximum winds using a with the observations. standard framework A large convective asymmetry could in¯uence the azimuthal position of the maximum surface winds as Hurricane surface winds are strongly dependent on indicated in Hurricane Emily of 1993 (Burpee et al. the averaging time attributed to the wind observations, 1994). Since Miami WSR-57 radar observations of An- the roughness of the underlying surface, and height of drew's eyewall (see Wakimoto and Black 1994) indi- the wind measurements. The identi®cation of wind cated a symmetric ring of convection at low levels about speed averaging times, heights, and local terrain is crit- 30 min before landfall, there is little evidence that the ical in the comparison of observed wind speeds to those wind maximum at lower levels shifted to the front (west) obtained from numerical models. PHR documented the semicircle just before landfall due to a convective asym- assembly and quality control of all available surface and metry. Convective asymmetries were observed during ¯ight-level wind measurements collected in south Flor- and after landfall. Willoughby and Black (1996) used ida during Hurricane Andrew, adjusting the land ob- radar re¯ectivity measurements at the 3±8-km level servations to a common ``open terrain'' exposure at from the Tampa WSR-57 to describe a process of cell 10-m level with an averaging time corresponding to the development initiated where easterly ¯ow associated maximum 1-min sustained surface wind that might oc- with the north side wind maximum in the eyewall im- cur over some longer period. In their reply, ZLY provide pinged on the coast, creating re¯ectivity maxima on the details on model grid cell wind exposure (speci®ed by west and southwest sides of the storm, but this process land use/land cover over land or de®ned by a roughness was not supported by Melbourne WSR-88D radar mea- length parameterization over the sea), averaging time (a surements discussed in PH.
Recommended publications
  • 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.
    [Show full text]
  • Texas Hurricane History
    Texas Hurricane History David Roth National Weather Service Camp Springs, MD Table of Contents Preface 3 Climatology of Texas Tropical Cyclones 4 List of Texas Hurricanes 8 Tropical Cyclone Records in Texas 11 Hurricanes of the Sixteenth and Seventeenth Centuries 12 Hurricanes of the Eighteenth and Early Nineteenth Centuries 13 Hurricanes of the Late Nineteenth Century 16 The First Indianola Hurricane - 1875 21 Last Indianola Hurricane (1886)- The Storm That Doomed Texas’ Major Port 24 The Great Galveston Hurricane (1900) 29 Hurricanes of the Early Twentieth Century 31 Corpus Christi’s Devastating Hurricane (1919) 38 San Antonio’s Great Flood – 1921 39 Hurricanes of the Late Twentieth Century 48 Hurricanes of the Early Twenty-First Century 68 Acknowledgments 74 Bibliography 75 Preface Every year, about one hundred tropical disturbances roam the open Atlantic Ocean, Caribbean Sea, and Gulf of Mexico. About fifteen of these become tropical depressions, areas of low pressure with closed wind patterns. Of the fifteen, ten become tropical storms, and six become hurricanes. Every five years, one of the hurricanes will become reach category five status, normally in the western Atlantic or western Caribbean. About every fifty years, one of these extremely intense hurricanes will strike the United States, with disastrous consequences. Texas has seen its share of hurricane activity over the many years it has been inhabited. Nearly five hundred years ago, unlucky Spanish explorers learned firsthand what storms along the coast of the Lone Star State were capable of. Despite these setbacks, Spaniards set down roots across Mexico and Texas and started colonies. Galleons filled with gold and other treasures sank to the bottom of the Gulf, off such locations as Padre and Galveston Islands.
    [Show full text]
  • 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.
    [Show full text]
  • Tropical Storm Allison (TSA) “The Most Extensive Tropical Storm in US History”
    TROPICALTROPICALTROPICAL STORMSTORMSTORM ALLISONALLISONALLISON JuneJuneJune 555-9,--9,9, 200120012001 Prepared by: John P. Ivey, PE, CFM Halff Associates, Inc. ASCE Spring 2002 Meeting Arlington, Texas March 27-30, 2002 Tropical Storm Allison (TSA) “The most extensive tropical storm in US history” First Named Storm of the 2001 Atlantic Hurricane Season First tropical storm to strike the upper Texas coast since Francis in 1998. More deadly than Hurricane Alicia (22 lives lost with Allison). Allison caused 43 deaths nationwide. Tropical Storm Claudette holds national rainfall record of 43” in a 24-hour period. Tropical Storm Allison is close behind with 36.99” at the Port of Houston and 29.86” at Thibodaux, LA. TSA Rainfall exceeded 500-year intensity in 2/3 of Harris County’s 22 watersheds. TSA (continued) The maximum rainfall rate recorded in the Greens Bayou watershed was 28.5” in a 10.5 hour period where the PMP is estimated to be 32.5” in a 12 hour period. 73,000 residences and 95,000 automobiles were flooded. Damages exceed $5B. NFIP has paid over 30,000 flood damage claims in Texas and Louisiana for over $1B. Allison flooded portions of Texas, Louisiana, Mississippi, Alabama, Georgia, Florida, North Carolina, Pennsylvania, and Virginia TSA (continued) The average annual rainfall for Houston is 46.07 inches and the first nine days in June 2001 produced 35.7% of the annual expected rainfall. Thanks to excellent flood forecasting and warning there were no drowning deaths in flooded homes. This is remarkable with over 73,000 flooded homes. The 22 deaths in Houston related to TSA: – 12 driving – 6 walking – 3 electrocutions – 1 elevator TSA (continued) Prior to TSA, the Harris County Flood Control District (HCFCD) completed over $4 Billion in structural and non-structural flood control projects.
    [Show full text]
  • We All Remember the Hurricane Rita Evacuation in 2005, but the Hurricane Rita Scenario Is Not Even Close to the Worst-Case Scena
    We all remember the Hurricane Rita evacuation in 2005, but the Hurricane Rita scenario is not even close to the worst-case scenario since there was sufficient time to get those trapped on the freeways to areas of safety. Tonight, I will contrast two major hurricanes that affected the Upper Texas Coast in the 1980's: Hurricane Allen in 1980, which caused massive evacuations on the scale of Hurricane Rita and with comparable warning lead times, and Hurricane Alicia in 1983, which came close to the worst-case scenario since there was an inadequate time for evacuations due to the rapid intensification of the system.. Hurricane Allen was a “classic” Cape Verde system that developed in the Western Atlantic on the 2nd of August and rapidly intensified to a major hurricane. By the 8th, Allen was a Category 5 hurricane on the Saffir-Simpson Hurricane Scale and was threatening the Upper Texas Coast. The Upper Texas Coast was under a Hurricane Watch at 5 AM on the 8th and was under a Hurricane Warning at 11 AM the same day. The City of Galveston closed off routes of entry into the city for all non-residents two days earlier and recommended an evacuation on the 8th -- there were no provisions for mandatory evacuations until 2005. Since there were shortcomings in the coordination of the evacuations of not only Galveston, but also Texas City, Dickinson, League City, Hitchcock, La Marque, and others, the Gulf Freeway was effectively turned into a parking lot from the Seawall to Huntsville. This is a span of 100 miles.
    [Show full text]
  • The Impact of Hurricane Ike on the Geomorphology Of
    THE IMPACT OF HURRICANE IKE ON THE GEOMORPHOLOGY OF FOLLETT’S ISLAND, TEXAS – SHORT AND LONG TERM EFFECTS A Thesis by CRAIG F. HARTER Submitted to the Office of Graduate and Professional Studies of Texas A&M University in partial fulfillment of the requirements for the degree of MASTER OF SCIENCE Chair of Committee, James Kaihatu Co-Chair of Committee, Jens Figlus Committee Member, Tim Dellapenna Head of Department, Robin Autenrieth August 2015 Major Subject: Ocean Engineering Copyright 2015 Craig F. Harter ABSTRACT In many places along the U.S. East and Gulf Coast, barrier islands are the first line of defense against extreme weather events threatening our coastlines. Follett’s Island is a sediment-starved barrier island located on the Upper Texas Coast; a stretch of coastline that experiences on average four hurricanes and four tropical cyclones per decade. As the topic of this thesis the impact of Hurricane Ike on Follett’s Island (FI), TX is studied. The goal of this study is to address how Hurricane Ike affected the sediment supply on the subaerial beach and foredune of FI, how the island recovered following the hurricane, and what physical processes governed the response of the island during the hurricane. This study first outlines the collection of available hydrographic, atmospheric, aerial and survey data and provides an analysis of these data to characterize the long term metocean and geomorphological state of the island. It was found that water levels at FI during Hurricane Ike exceeded the 100 year water levels, and wave heights matched roughly the 40 year exceedance levels.
    [Show full text]
  • Short-Term Job Growth Impacts of Hurricane Harvey on the Gulf Coast and Texas
    Short-Term Job Growth Impacts of Hurricane Harvey on the Gulf Coast and Texas Keith Phillips & Christopher Slijk Federal Reserve Bank of Dallas – San Antonio Branch The views expressed in this presentation are strictly those of the presenter and do not necessarily reflect the positions of the Federal Reserve Bank of Dallas or the Federal Reserve System. Any secondary distribution of this material is strictly prohibited. Gulf Coast is Large and Economically Important . We define the Gulf Coast as the metro areas of Houston, Beaumont- Port Arthur, Corpus Christi and Victoria. This region has 7.7 million people, 3.4 million jobs and produces $556 billion in GDP (3.1 percent of U.S. output) , which is 28.2 percent of Texas jobs and 34.5 percent of Texas output. Houston is by far the biggest part of the region, representing 88 percent of regional jobs and 91 percent of regional output. This region tends to get hit with the same large weather events. 2 Gulf Coast Region d-maps.com 3 There Have Been Seven Large Weather Events to Hit the Region Since 1975 . Best to study impacts on given region since regions differ in their topography, population density, long-term trends, etc. that affect how they respond . Tropical Storm Claudette (July 1979) . Hurricane Alicia (Aug. 1983) . Southeast Texas Floods (Oct. 1994) . Tropical Storm Allison (June 2001) . Hurricane Ike (Sept. 2008) . Houston Memorial Day Flood (May 2015) . Houston Tax Day Flood (Apr. 2016) NOTE: Severe weather events are defined by the NOAA as those causing over $1 billion in damages.
    [Show full text]
  • Hurricane Harvey
    HURRICANE HARVEY Impact and Response in Harris County Harris County Flood Control District, May 2018 B Hurricane Harvey: Impact and Response in Harris County A view of downtown Houston from Buffalo Bayou on the evening Harvey struck Harris County (Elizabeth Conley/©Houston Chronicle. Used with permission) Cover: A Harris County resident walks along Studemont Street over Buffalo Bayou as flood waters from flow toward downtown Houston (Michael Ciaglo/©Houston Chronicle. Used with permission) Hurricane Harvey: Impact and Response in Harris County i Foreword In response to the unprecedented event that was Hurricane Harvey, the State of Texas congressional delegation, submitted the following letter to the 115th United States Congress on October 5, 2017. The intent of this letter was to bring attention to the devastation in our region and request funding for relief and infrastructure improvements. Text of Statement Presented to 115 th United States Congress October 5, 2017 Sen. Thad Cochran Rep. Rodney Frelinghuysen Sen. Patrick Leahy Rep. Nita Lowey Chairman, Senate Chairman, House Vice Chairman, Senate Ranking Member, House Committee on Appropriations Committee on Appropriations Committee on Appropriations Committee on Appropriations Dear Chairman Cochran, Vice Chairman Leahy, Chairman Frelinghuysen, It is our understanding that the Administration, through the Office of and Ranking Member Lowey: Management and Budget (OMB), has made an additional supplemental appropriation request to Congress. When considering this request, we ask On Friday, August 25, 2017, Hurricane Harvey made landfall on the that the Senate and House committees on appropriations strongly consider southeast coast of Texas and decimated a number of coastal communities. a number of additional funding categories, in addition to the FEMA DRF, For nearly a week, this storm battered our state with extreme winds, to help expedite recovery efforts in Texas: torrential rains, and record-setting floods, causing catastrophic damage to Texas’ residents and businesses.
    [Show full text]
  • U.S. Billion-Dollar Weather & Climate Disasters 1980-2021
    U.S. Billion-Dollar Weather & Climate Disasters 1980-2021 https://www.ncdc.noaa.gov/billions/ The U.S. has sustained 298 weather and climate disasters since 1980 in which overall damages/costs reached or exceeded $1 billion. Values in parentheses represent the 2021 Consumer Price Index cost adjusted value (if different than original value). The total cost of these 298 events exceeds $1.975 trillion. Drought Flooding Freeze Severe Storm Tropical Cyclone Wildfire Winter Storm 2021 Western Drought and Heatwave - June 2021: Western drought expands and intensifies across many western states. A historic heat wave developed for many days across the Pacific Northwest shattering numerous all-time high temperature records across the region. This prolonged heat dome was maximized over the states of Oregon and Washington and also extended well into Canada. These extreme temperatures impacted several major cities and millions of people. For example, Portland reached a high of 116 degrees F while Seattle reached 108 degrees F. The count for heat-related fatalities is still preliminary and will likely rise further. This combined drought and heat is rapidly drying out vegetation across the West, impacting agriculture and contributing to increased Western wildfire potential and severity. Total Estimated Costs: TBD; 138 Deaths Louisiana Flooding and Central Severe Weather - May 2021: Torrential rainfall from thunderstorms across coastal Texas and Louisiana caused widespread flooding and resulted in hundreds of water rescues. Baton Rouge and Lake Charles experienced flood damage to thousands of homes, vehicles and businesses, as more than 12 inches of rain fell. Lake Charles also continues to recover from the widespread damage caused by Hurricanes Laura and Delta less than 9 months before this flood event.
    [Show full text]
  • The Galveston Seawall Mark Harvey Memorial University of Newfoundland St
    Coastal and Ocean Engineering ENGI.8751 Undergraduate Student Forum Faculty of Engineering and Applied Science, Memorial University, St. John’s, NL, Canada. March, 2013 Paper Code. (Harvey-13) The Galveston Seawall Mark Harvey Memorial University of Newfoundland St. John’s, NL, Canada [email protected] Abstract Galveston, Texas is a coastal city in the Southeast United States, situated on the Gulf of Mexico. In 1900, a major hurricane struck the city, resulting in significant property damage and loss of life, destroying much of the city. Following this disaster, a seawall was constructed to minimize damage caused by future hurricanes. A seawall is a large reinforced concrete structure designed to absorb the impact of waves as they strike the shore. Expansions have increased the length of the seawall from its initial length of 3.3 miles to its current length of approximately 10 miles. The Galveston Seawall has repeatedly proved its worth in the century since it has been built. The city has experienced many severe hurricanes in that time and the presence of the seawall has reduced devastation significantly. The following paper examines the events leading to the construction of the seawall, subsequent hurricanes in which the seawall effectively protected Galveston, and improvements and extensions to the seawall. 1 Introduction – Galveston, Texas 1.1 City of Galveston Galveston is a coastal city in Texas, situated between Galveston Bay to the northwest, and the Gulf of Mexico to the southeast. The city is on Galveston Island, a barrier island which is approximately 28 miles long, ranging from one-half to three miles wide.
    [Show full text]
  • Hurricane Andrew's Landfall in South Florida Part II : Surface Wind
    SEPTEMBER 1996 POWELL AND HOUSTON 329 Hurricane Andrew's Landfall in South Florida. Part II: Surface Wind Fields and Potential Real-Time Applications MARK D. POWELL AND SAMUEL H. HOUSTON Hurricane Research Division, NOAA/AOML, Miami, Florida (Manuscript received 10 April 1995, in ®nal form 8 February 1996) ABSTRACT All available wind data associated with Hurricane Andrew's passage were analyzed for periods corresponding to landfall south of Miami and emergence from southwest Florida. At landfall in southeast Florida, maximum 01 sustained 1-min surface wind speeds VM1 reached just over 60 m s in the northern eyewall over land; by the 01 time Andrew exited the Florida peninsula, the peak value of VM1 over land decreased to 40±45 m s . Radar re¯ectivity observations from Tampa and Melbourne could not support an obvious correlation of convective cell development with coastal convergence during landfall on the southeast coast. On the southwest coast, however, convective cell development in the southern eyewall was supported by a coastal convergence maximum. Com- parison of the wind swath with two independent Fujita-scale damage maps indicated that peak swath speeds compared well with damage-derived speed equivalents in the worst damaged areas but were higher than equiv- alents in moderately damaged areas. Comparison of the analysis maximum wind swath with an engineering survey of damaged homes suggests that homes exposed to a wide range of wind directions while subjected to high wind speeds suffered the most damage. Potential real-time applications of wind ®eld products include warning dissemination, emergency management, storm surge and wave forecasting, and wind engineering.
    [Show full text]
  • Hurricane & Severe Weather Guide 2019
    HOUSTON/GALVESTON National Weather Service HURRICANE & SEVERE WEATHER GUIDE Photo Credit: NOAA Tornado Damage, Houston Co., Apr 2019 Photo Credit: Dan Reilly Damage from Hurricane Michael Photo Credit: Jeff Lindner Hurricane Michael: NOAA INTRODUCTION ABOUT THE HURRICANE A hurricane is the strongest type of tropical Index of Pages cyclone, a weather system that derives its energy from warm ocean waters and is characterized About the Hurricane by a closed counterclockwise circulation in the Page 2 Severe thunderstorms can bring tornadoes, large hail, Northern Hemisphere. It typically has a cluster of Storm Surge Flooding Page 3 damaging winds, flooding rains and lightning. Hurricanes thunderstorms around the center of circulation and bands of thunderstorms spiraling outward. The Flooding from Heavy Rain and tropical storms can bring many of the same hazards Page 4 tropical cyclone is called a tropical depression, as well as storm surge flooding. This guide will cover how tropical storm or hurricane depending on the Zip Zone Evacuation Page 5 - 6 to prepare for different weather hazards and how to stay strength of the maximum winds in the storm. The Damaging Winds and hurricane often has an eye, a rain free area in Tornadoes safe when facing them. There are numerous checklists on the center of the storm where the winds are very Page 7 what to do before, during and after the storm. The guide light. Every storm is different and contains some Contacts and Disaster Supply Kit combination of the following hazards: damaging Page 8 contains contact information for your local emergency winds, storm surge flooding, tornadoes and Planning and Preparing managers and numerous resources/links where to find flooding from heavy rainfall.
    [Show full text]