Beach and Vegetation-Line Changes at Galveston Island, Texas: Erosion
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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. -
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. -
Armoring the Coast: the Effects of Bulkheads on Salt Marsh Habitats
Armoring the Coast: The Effects of Bulkheads on Salt Marsh Habitats Presented by the Carolina Environmental Program Morehead City Field Site Students: Joseph Hester, Alison Kitto, Elizabeth Newland, Erika Poarch, Ashley Smyth and Zachary Williams Under the direction of Institute of Marine Sciences faculty members: Rachel T. Noble Michael F. Piehler Charles “Pete” Peterson Capstone Project: Carolina Environmental Program, Morehead City Field Site University of North Carolina at Chapel Hill Fall 2006 Acknowledgements This project was successful due to the combined efforts of many people. We would like to thank Rachel Noble for her words of wisdom and encouragement through the tough spots. Without Mike Piehler, this project would not have been successful. Mike was always available to answer questions and provide guidance. We thank Charles “Pete” Peterson, for just being Pete. Thanks to Reagan Converse for help in organizing this project and sorting through aerial photographs. Denene Blackwood is deserving of an extra special recognition. Her help in the field, on the boat, in the lab, and with questions was the reason this project was successful. Thanks to Suzanne Thompson for help with laboratory analysis. We would also like to thank everyone at UNC-IMS for their support and help throughout the semester. ii Abstract Shoreline hardening structures, such as bulkheads, are becoming an increasingly popular method of mitigating shoreline erosion. However, few studies have examined the ecological impacts of such structures. Salt marshes are highly productive ecosystems that act as a medium of exchange between marine and terrestrial environments. Bulkheads are thought to disrupt the natural processes associated with salt marshes. -
Coastal Bend Bays Plan August 1998
Coastal Bend Bays Plan August 1998 CBBEP-1 Bee McMullen Live Oak Refugio Aransas San Patricio Jim Wells Nueces Duval Kleberg Brooks Kenedy N This project has been funded in part by the United States Environmental Protection Agency under assistance agreement #CE-996363-01-2 to the Texas Natural Resource Conservation Commission. The contents of this document do not necessarily represent the views of the United States Environmental Protection Agency or the Texas Natural Resource Conservation Commission. The mention of trade names or commercial products does not in any way constitute an endorsement or recommendation for use. Coastal Bend Bays and Estuaries Program Staff Mr. Richard Volk, Director Ms. Sandra Alvarado, Research Specialist Mr. Doug Baker, Information Specialist Mr. Jeff Foster, Program Administrator Ms. Alice Laningham, Administrative Coordinator Ms. Laura Radde, USEPA Region 6, USEPA Project Manager ç Printed on recycled paper with soybased inks. Coastal Bend Bays Plan To Conserve and Manage the Coastal Bend Bays of South Texas A product of the Coastal Bend Bays and Estuaries Program, publication #CBBEP-1 August 1998 Suggested citation: Coastal Bend Bays Plan. 1998. Published by Texas Natural Resource Conservation Commission, Austin, TX. CBBEP-1. Policy Committee Commissioner John Baker Mr. Gregg Cooke Policy Committee Chair Policy Committee Vice-Chair Texas Natural Resource Regional Administrator, USEPA Region 6 Conservation Commission Commissioner Ray Clymer The Honorable Vilma Luna Texas Parks and Wildlife Department State Representative Commissioner Garry Mauro The Honorable Carlos Truan Texas General Land Office Texas Senator Commissioner Noe Fernandez The Honorable Josephine Miller Texas Water Development Board County Judge, San Patricio County Mr. -
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. -
Padre/Mustang Island AREA DEVELOPMENT PLAN
Padre/Mustang Island AREA DEVELOPMENT PLAN Advisory Committee Meeting #3 Thursday, December 3, 2020 Meeting Purpose » Review Draft Renderings » Review Draft Action Items » Review Draft Public Improvement Initiatives Agenda ADP Plan Process Update FNI Draft Vision Theme Renderings Committee Discussion Draft Action Items Committee Discussion Draft Public Improvement Initiatives Committee Discussion Wrap-up and Next Steps FNI Padre/Mustang Island Draft Vision Theme Renderings 1. Safe Family Friendly Neighborhood Create a safe and family friendly community that provides needed amenities and services for local residents. Rendering Features » Local Park - Douden Park » Family Friendly Neighborhood » People Walking/Biking » Community Garden ISAC Review Draft 2 Padre/Mustang Island 2. Blended Residential Community and Destination Location Encourage tourism and the development of local commercial businesses to build a strong economic environment and sufficiently support the year-round residential community. Rendering Features » PR22 Look North » Golf Cart Path » Commercial/Mixed Use Development » Marina Development » Improved PR 22 and New Bridge ISAC Review Draft 3 Padre/Mustang Island 3. Environmental Preservation Capitalize on existing environmental features as amenities for the community and ensure the preservation of these areas as the Island continues to develop. Rendering Features » Healthy Dunes » Beach activity » Environmental Corridors Rendering View Option 1 - Ground Level View of Beach View Option 2 - Aerial View of Mustang Island ISAC Review Draft 4 Padre/Mustang Island Draft Action Items 1. Transportation - Improve traffic flow, Island ingress and egress, safety, and roadway quality. Relevant Actions in Current ADP CURRENT KEEP/ MODIFY/ ADP CURRENT ADP ACTION TEXT DELETE? ACTION # C.1 The City Council adopts the Transportation Plan, which is part of MobilityCC, the Mobility Element of the City’s Comprehensive Plan to guide future transportation decisions. -
Nueces County, Texas Commissioners Court Agenda
NUECES COUNTY, TEXAS COMMISSIONERS COURT AGENDA NOTICE OF SPECIAL MEETING JUNE 7, 2019 The Nueces County Commissioners Court will meet on the above date at 10:00 a.m. in the Commissioners Courtroom, 3rd floor, Nueces County Courthouse, 901 Leopard, Corpus Christi, Texas. BARBARA CANALES COUNTY JUDGE CAROLYN VAUGHN COMMISSIONER, PRECINCT NO. 1 JOE A. GONZALEZ COMMISSIONER, PRECINCT NO. 2 JOHN MAREZ COMMISSIONER, PRECINCT NO. 3 BRENT CHESNEY COMMISSIONER, PRECINCT NO. 4 KARA SANDS, CLERK OF THE COURT INFORMATION ON THE COMMISSIONERS COURT AGENDA CONSENT AGENDA: At most meetings, the Commissioners Court establishes a Consent Agenda. It consists of those Agenda Items which are routine or non-controversial, and which neither a member of the Commissioners Court nor the public has asked to be pulled for discussion. Once the Commissioners Court has established the Consent Agenda, Agenda Items included on it will be voted upon in one vote, and will not be discussed separately unless requested by the County Judge, Commissioner, or a citizen. EXECUTIVE SESSION: The Commissioners Court may go into Executive Session to discuss those matters listed anywhere on the Agenda or as otherwise permitted by law. PUBLIC COMMENT: Members of the public will have the opportunity to address the Commissioners Court during this section on any Agenda Item or any subject within its jurisdiction except a matter related to pending litigation. Each speaker should sign in on the Public Comment Sheet available at the rear of the Courtroom at least five (5) minutes before commencement of the Commissioners Court meeting. Speakers should limit their comments to two (2) minutes. -
Landslide Study
Department of Planning and Development Seattle Landslide Study TABLE OF CONTENTS VOLUME 1. GEOTECHNICAL REPORT EXECUTIVE SUMMARY PREFACE 1.0 INTRODUCTION 1.1 Purpose 1.2 Scope of Services 1.3 Report Organization 1.4 Authorization 1.5 Limitations PART 1. LANDSLIDE INVENTORY AND ANALYSES 2.0 GEOLOGIC CONDITIONS 2.1 Topography 2.2 Stratigraphy 2.2.1 Tertiary Bedrock 2.2.2 Pre-Vashon Deposits 2.2.3 Vashon Glacial Deposits 2.2.4 Holocene Deposits 2.3 Groundwater and Wet Weather 3.0 METHODOLOGY 3.1 Data Sources 3.2 Data Description 3.2.1 Landslide Identification 3.2.2 Landslide Characteristics 3.2.3 Stratigraphy (Geology) 3.2.4 Landslide Trigger Mechanisms 3.2.5 Roads and Public Utility Impact 3.2.6 Damage and Repair (Mitigation) 3.3 Data Processing 4.0 LANDSLIDES 4.1 Landslide Types 4.1.1 High Bluff Peeloff 4.1.2 Groundwater Blowout 4.1.3 Deep-Seated Landslides 4.1.4 Shallow Colluvial (Skin Slide) 4.2 Timing of Landslides 4.3 Landslide Areas 4.4 Causes of Landslides 4.5 Potential Slide and Steep Slope Areas PART 2. GEOTECHNICAL EVALUATIONS 5.0 PURPOSE AND SCOPE 5.1 Purpose of Geotechnical Evaluations 5.2 Scope of Geotechnical Evaluations 6.0 TYPICAL IMPROVEMENTS RELATED TO LANDSLIDE TYPE 6.1 Geologic Conditions that Contribute to Landsliding and Instability 6.2 Typical Approaches to Improve Stability 6.3 High Bluff Peeloff Landslides 6.4 Groundwater Blowout Landslides 6.5 Deep-Seated Landslides 6.6 Shallow Colluvial Landslides 7.0 DETAILS REGARDING IMPROVEMENTS 7.1 Surface Water Improvements 7.1.1 Tightlines 7.1.2 Surface Water Systems - Maintenance -
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. -
Living Resources Report Texas A&M University-Corpus Christi Results - Open Bay Habitat
Center for Coastal Studies CCBNEP Living Resources Report Texas A&M University-Corpus Christi Results - Open Bay Habitat B. Living Resources - Habitats Detailed community profiles of estuarine habitats within the CCBNEP study area are not available. Therefore, in the following sections, the organisms, community structure, and ecosystem processes and functions of the major estuarine habitats (Open Bay, Oyster Reef, Hard Substrate, Seagrass Meadow, Coastal Marsh, Tidal Flat, Barrier Island, and Gulf Beach) within the CCBNEP study area are presented. The following major subjects will be addressed for each habitat: (1) Physical setting and processes; (2) Producers and Decomposers; (3) Consumers; (4) Community structure and zonation; and (5) Ecosystem processes. HABITAT 1: OPEN BAY Table Of Contents Page 1.1. Physical Setting & Processes ............................................................................ 45 1.1.1 Distribution within Project Area ......................................................... 45 1.1.2 Historical Development ....................................................................... 45 1.1.3 Physiography ...................................................................................... 45 1.1.4 Geology and Soils ................................................................................ 46 1.1.5 Hydrology and Chemistry ................................................................... 47 1.1.5.1 Tides .................................................................................... 47 1.1.5.2 Freshwater -
Estuarine Wetland Habitat Transition Induced by Relative Sea-Level Rise on Mustang and North Padre Islands, Texas: Phase I
ESTUARINE WETLAND HABITAT TRANSITION INDUCED BY RELATIVE SEA-LEVEL RISE ON MUSTANG AND NORTH PADRE ISLANDS, TEXAS: PHASE I James C. Gibeaut, Ph.D. Eleonor Barraza, M.S. Boris Radosavljevic, B.S. Coastal and Marine Geospatial Laboratory Harte Research Institute Texas A&M University – Corpus Christi 6300 Ocean Drive Corpus Christi, Texas 78412-5869 Voice: 361-825-2020 Fax: 361-825-2050 [email protected] PREPARED IN COOPERATION WITH THE COASTAL BEND BAYS & ESTUARIES PROGRAM The preparation of this report was financed through a grant from the Texas Coastal Management Program administered by the Texas General Land Office and through the Coastal Bend Bays & Estuaries Program. A Report of the Texas Coastal Coordination Council pursuant to National Oceanic and Atmospheric Administration Award No. NA07NOS4190144 July 2010 Table of Contents List of Figures......................................................................................................................3 Acronyms.............................................................................................................................4 Introduction..........................................................................................................................5 Barrier Island Wetlands and Sea-Level Rise .......................................................................6 Modeling Approach .............................................................................................................7 Lidar-derived Digital Elevation Model (DEM) ................................................. -
Historical Shoreline Change Through Texas Gulf
A Publication of the Gulf Coast Association of Geological Societies www.gcags.org HISTORICAL SHORELINE CHANGE THROUGH 2007, TEXAS GULF COAST: RATES, CONTRIBUTING CAUSES, AND HOLOCENE CONTEXT Jeffrey G. Paine, Sojan Mathew, and Tiffany Caudle Bureau of Economic Geology, Jackson School of Geosciences, University of Texas at Austin, University Station, Box X, Austin, Texas 78713, U.S.A. ABSTRACT Long-term historical rates of Gulf shoreline change along the Texas coast have been determined through 2007 (the latest imagery that predates Hurricane Ike) from a series of shoreline positions that includes those depicted on 1800s charts and mapped from aerial photographs, ground GPS surveys, and airborne lidar surveys. Net rates measured at 11,731 sites spaced at 164 ft (50 m) along the 332 mi (535 km) of Texas Gulf shoreline average 4.1 ft/yr (1.2 m/yr) of retreat, significantly lower than late Pleistocene to early-Holocene retreat rates of 8 to 181 ft/yr (2.4 to 55 m/yr) and similar to mid- to late Holocene rates estimated using past sea-level positions and shelf bathymetric contours as a shoreline proxy. Net shoreline retreat occurred along 84 percent of the Texas Gulf shoreline, resulting in an estimated land loss of 13,890 ac (5621 ha) since 1930 at an average rate of 180 ac/yr (73 ha/yr). Rates of change are more recessional on the upper Texas coast (-5.3 ft/yr [-1.6 m/yr] east of the Colorado River) than they are on the central and lower coast (-3.3 ft/yr [-1.0 m/yr] from the Colorado River to the Rio Grande).