COASTAL PROCESSES: with Engineering Applications

Total Page:16

File Type:pdf, Size:1020Kb

COASTAL PROCESSES: with Engineering Applications This page intentionally left blank P1: FCH/FYX P2: FCH/FYX QC: FCH/UKS T1: FCH CB373-FM CB373 July 18, 2001 11:7 Char Count= 0 COASTAL PROCESSES The world’s coastlines, dividing land from sea, are geological environ- ments unique in their composition and the physical processes affecting them. Humans have been building structures throughout history at these dynamically active intersections of land and the oceans. Although coast- lines were initially used for naval and commercial purposes, more recently recreation and tourism have increased activity in the coastal zones dra- matically. Shoreline development is now causing a significant conflict with natural coastal processes. This text on coastal engineering will help the reader understand these coastal processes and develop strategies to cope effectively with shoreline erosion. The book is organized into four parts: (1) an overview of coastal engineering using case studies to illustrate problems; (2) a consideration of the hydrodynamics of the coastal zone reviewing storm surges, water waves, and low-frequency motions within the nearshore and surf zone; (3) a discussion of coastal responses, including equilibrium beach profiles and sediment transport; and (4) a presentation of applications such as erosion mitigation, beach nourishment, coastal armoring, tidal inlets, and shoreline management. Students, practicing engineers, and researchers in coastal engineer- ing and coastal oceanography will find this book an invaluable resource for understanding the mechanisms of erosion and designing shoreline structures. Robert G. Dean is Graduate Research Professor, Department of Civil and Coastal Engineering, University of Florida. Professor Dean is a member of the National Academy of Engineering and serves as President of the Coastal Engineering Research Council. Robert A. Dalrymple is E. C. Davis Professor of Civil and Environmen- tal Engineering and founding director of the Center for Applied Coastal Research at the University of Delaware. Professors Dean and Dalrymple are also authors of the well-known Water Wave Mechanics for Engineers and Scientists. P1: FCH/FYX P2: FCH/FYX QC: FCH/UKS T1: FCH CB373-FM CB373 July 18, 2001 11:7 Char Count= 0 P1: FCH/FYX P2: FCH/FYX QC: FCH/UKS T1: FCH CB373-FM CB373 July 18, 2001 11:7 Char Count= 0 COASTAL PROCESSES with Engineering Applications ROBERT G. DEAN University of Florida ROBERT A. DALRYMPLE University of Delaware P1: FCH/FYX P2: FCH/FYX QC: FCH/UKS T1: FCH CB373-FM CB373 July 18, 2001 11:7 Char Count= 0 The Pitt Building, Trumpington Street, Cambridge, United Kingdom The Edinburgh Building, Cambridge CB2 2RU, UK 40 West 20th Street, New York, NY 10011-4211, USA 477 Williamstown Road, Port Melbourne, VIC 3207, Australia Ruiz de Alarcón 13, 28014 Madrid, Spain Dock House, The Waterfront, Cape Town 8001, South Africa http://www.cambridge.org © Cambridge University Press 2004 First published in printed format 2001 ISBN 0-511-03791-0 eBook (Adobe Reader) ISBN 0-521-49535-0 hardback P1: FCH/FYX P2: FCH/FYX QC: FCH/UKS T1: FCH CB373-FM CB373 July 18, 2001 11:7 Char Count= 0 Contents Prefacepageix Acknowledgmentsxi PART ONE. INTRODUCTION TO COASTAL PROCESSES 1Overview3 1.1Introduction3 1.2SomeTerminologyoftheCoasts6 1.3ExamplesofCoastalEngineeringProjects9 REFERENCES19 EXERCISES19 APPENDIX:USEFULUNITS20 2SedimentCharacteristics21 2.1Introduction21 2.2SandComposition21 2.3GrainSize s22 2.4Shape29 2.5Porosity29 2.6FallVelocity30 REFERENCES32 EXERCISES33 3Long-TermProcesses35 3.1Introduction35 3.2RelativeSeaLevelChange36 3.3EquilibriumBeachProfile42 3.4Classificationo fShorelin es45 REFERENCES65 EXERCISES66 PART TWO. HYDRODYNAMICS OF THE COASTAL ZONE 4TidesandStormSurges73 4.1Introduction74 4.2AstronomicalTides74 4.3StormSurges78 v P1: FCH/FYX P2: FCH/FYX QC: FCH/UKS T1: FCH CB373-FM CB373 July 18, 2001 11:7 Char Count= 0 vi CONTENTS REFERENCES86 EXERCISES87 5WavesandWave-InducedHydrodynamics88 5.1Introduction88 5.2WaterWaveMechanics89 5.3Cross-ShoreandLongshoreCurrents103 5.4Low-FrequencyMotionsattheShoreline105 5.5NearshoreCirculationandRipCurrents111 5.6SwashZoneDynamics114 REFERENCES121 EXERCISES125 PART THREE. COASTAL RESPONSE 6FieldMeasurementTechniquesandAnalysis133 6.1Introduction133 6.2BeachProfileMeasurements134 6.3AnalysisofBeachProfileData138 6.4HistoricalShorelineChange149 6.5MajorFieldCampaigns152 6.6InnovativeFieldTechniques154 REFERENCES158 EXERCISES160 7EquilibriumBeachProfiles162 7.1Introduction162 7.2MethodsofDerivingEquilibriumBeachProfiles163 7.3 Constructive and Destructive Forces Acting on Beach Profiles164 7.4DevelopmentofEquilibriumBeachProfileTheories166 7.5ApplicationsoftheEquilibriumProfile186 REFERENCES202 EXERCISES203 8SedimentTransport210 8.1Introduction210 8.2IncipientSandMotionandDepthofClosure212 8.3LongshoreSedimentTransport218 8.4Cross-ShoreSedimentTransport232 8.5LittoralDriftApplications241 8.6OverwashandWashover248 8.7AeolianSedimentTransport250 8.8IllustrationsofSandTransportandDuneAccumulation254 8.9CohesiveSediments254 REFERENCES261 EXERCISES266 9MiscellaneousCoastalFeatures275 9.1Introduction275 9.2NearshoreMorphology276 P1: FCH/FYX P2: FCH/FYX QC: FCH/UKS T1: FCH CB373-FM CB373 July 18, 2001 11:7 Char Count= 0 CONTENTS vii 9.3CrenulateBays278 9.4SandWaves281 9.5MultipleOffshoreSandbars282 9.6BeachCusps285 9.7Summary296 REFERENCES297 EXERCISES299 10ModelingofBeachesandShorelines301 10.1Introduction301 10.2PhysicalModelingofCoastalProcesses302 10.3AnalyticalModeling313 10.4NumericalModeling328 REFERENCES336 EXERCISES338 PART FOUR. SHORELINE MODIFICATION AND ANALYSIS 11BeachFillandSoftEngineeringStructures343 11.1Introduction343 11.2BeachNourishment(BeachFill)344 11.3SubmergedBerms374 11.4BeachDrains379 REFERENCES382 EXERCISES384 12HardEngineeringStructures387 12.1Introduction387 12.2PerchedBeach388 12.3Groins389 12.4OffshoreBreakwaters394 12.5ArtificialHeadlands400 12.6Revetments402 12.7Seawalls404 12.8OtherCoastalProtectionDevice s406 12.9JettiesandInlets407 12.10 Monitoring and Mitigation for All Coastal Structures409 REFERENCES410 EXERCISES411 13TidalInlets413 13.1Introduction413 13.2TidalHydrodynamics414 13.3InletStability433 13.4SedimentaryRelationshipsatInlets437 13.5SandBypassingatInlets441 13.6InletDesignConsiderations447 13.7AnExampl e448 REFERENCES449 EXERCISES450 P1: FCH/FYX P2: FCH/FYX QC: FCH/UKS T1: FCH CB373-FM CB373 July 18, 2001 11:7 Char Count= 0 viii CONTENTS 14ShorelineManagement452 14.1Introduction452 14.2OptionsandFactors453 14.3TheRoleofSetbacksandConstructionStandards457 14.4ProtectiveValueofaWideBeach461 14.5SandRights463 REFERENCES464 AuthorIndex465 SubjectIndex471 P1: FCH/FYX P2: FCH/FYX QC: FCH/UKS T1: FCH CB373-FM CB373 July 18, 2001 11:7 Char Count= 0 Preface This book is written for graduate students, researchers, and practitioners in the fields of coastal engineering, nearshore oceanography, and marine geology. Although the treatment in many chapters is rather mathematical, it is hoped that our message does not get swamped by the delivery. The book, which deals primarily with sandy coastlines, is divided into four parts. The first, Introduction to Coastal Processes, provides an overview of the problems of coastal engineering based on examples and a geological perspective of the field. Part 2, Hydrodynamics of the Coastal Zone, reviews storm surges, water waves, and low-frequency motions within the nearshore and surf zone. The third part, Coastal Response, discusses the equilibrium beach profile and sediment transport. Finally, the last section, Shoreline Modification and Analysis, covers aspects of erosion mit- igation such as beach nourishment and coastal armoring, tidal inlets, and shoreline management. We have attempted to include much of the important work in the field, but, given a book with such a broad scope, we have beenforced to omit (or overlook) a con- siderable amount of the literature. An attempt has been made to reference those contributions that clarified the physics of the processes or provided a model for engi- neering applications. Nevertheless, the book is biased toward our own experiences, which means that much of our work and many U.S. examples are presented. To our colleagues and friends whose work we have used, thanks, and to those whom we have egregiously omitted, our apologies. The field of coastal engineering is changing rapidly. Perforce, this book is a snap- shot of the field (albeit with a long exposure, when one considers how long it took us to write the book!), and many parts of it are subject to becoming outmoded soon. The reader is cautioned to review the recent literature before drawing conclu- sions. The bulk of the literature in the field of coastal engineering appears in such journals as Coastal Engineering; Journal of Waterway, Port, Coastal and Ocean En- gineering; Coastal Engineering Journal; and the Journal of Geophysical Research, as well as a variety of conference proceedings. Chief among these conferences is the biennial International Conference on Coastal Engineering, which is hosted by ix P1: FCH/FYX P2: FCH/FYX QC: FCH/UKS T1: FCH CB373-FM CB373 July 18, 2001 11:7 Char Count= 0 x PREFACE different countries around the world. The reader is referred to these original sources to provide a fuller explicationof the field. Robert G. Dean Department of Civil and Coastal Engineering University of Florida Robert A. Dalrymple Center for Applied Coastal Research Department of Civil and Environmental Engineering University of Delaware P1: FCH/FYX P2: FCH/FYX QC: FCH/UKS T1: FCH CB373-FM CB373 July 18, 2001 11:7 Char Count= 0 Acknowledgments We are
Recommended publications
  • Post-Disaster Recovery of Public Housing in Galveston, Texas: an Opportunity for Whom?
    2019 INQUIRY CASE STUDY STUDY CASE INQUIRY Post-Disaster Recovery of Public Housing in Galveston, Texas: An Opportunity for Whom? JANE RONGERUDE AND SARA HAMIDEH LINCOLN INSTITUTE OF LAND POLICY LINCOLN INSTITUTE OF LAND POLICY 1 TOPICS Disaster Recovery, Social Vulnerability Factors, Post-Disaster Planning, Public Housing Replacement Strategies TIMEFRAME 2008–2014 LEARNING GOALS • Understand the concept of social vulnerability and the role of its factors in shaping post-disaster recovery outcomes • Analyze examples to identify post-disaster recovery goals and to explain disparities in recovery outcomes among both public housing residents and units • Develop criteria for evaluating post-disaster recovery planning strategies to ensure fairness and inclusiveness • Analyze the goals and strategies for replacing affordable housing after disasters from different stakeholders’ perspectives PRIMARY AUDIENCE Planning students and housing officials PREREQUISITE KNOWLEDGE This case study assumes that readers have a foundational understanding of the concept of social vulnerability, which provides a framework for evaluating a community’s resilience and for understanding the ability of particular groups to anticipate, withstand, and recover from shocks such as natural disasters. This concept acknowledges that disaster risk is not distributed evenly across a population or a place. Because poor neighborhoods overall have fewer resources and more limited social and political capital than their more affluent counterparts, they face greater challenges in post-disaster recovery. Damage due to natural disasters is modulated by social factors such as income, race, ethnicity, religion, age, health, and disability status. Because poor people are more likely to live in low-quality housing, they are at greater risk for damage from high winds, waves, flooding, or tremors (Peacock et al.
    [Show full text]
  • Galveston, Texas
    Galveston, Texas 1 TENTATIVE ITINERARY Participants may arrive at beach house as early as 8am Beach geology, history, and seawall discussions/walkabout Drive to Galveston Island State Park, Pier 21 and Strand, Apffel Park, and Seawolf Park Participants choice! Check-out of beach house by 11am Activities may continue after check-out 2 GEOLOGIC POINTS OF INTEREST Barrier island formation, shoreface, swash zone, beach face, wrack line, berm, sand dunes, seawall construction and history, sand composition, longshore current and littoral drift, wavelengths and rip currents, jetty construction, Town Mountain Granite geology Beach foreshore, backshore, dunes, lagoon and tidal flats, back bay, salt marsh wetlands, prairie, coves and bayous, Pelican Island, USS Cavalla and USS Stewart, oil and gas drilling and production exhibits, 1877 tall ship ELISSA Bishop’s Palace, historic homes, Pleasure Pier, Tremont Hotel, Galveston Railroad Museum, Galveston’s Own Farmers Market, ArtWalk 3 TABLE OF CONTENTS • Barrier Island System Maps • Jetty/Breakwater • Formation of Galveston Island • Riprap • Barrier Island Diagrams • Town Mountain Granite (Galveston) • Coastal Dunes • Source of Beach and River Sands • Lower Shoreface • Sand Management • Middle Shoreface • Upper Shoreface • Foreshore • Prairie • Backshore • Salt Marsh Wetlands • Dunes • Lagoon and Tidal Flats • Pelican Island • Seawolf Park • Swash Zone • USS Stewart (DE-238) • Beach Face • USS Cavalla (SS-244) • Wrack Line • Berm • Longshore Current • 1877 Tall Ship ELISSA • Littoral Zone • Overview
    [Show full text]
  • Mid-Bay Gate
    Mid-bay gate (M) Oyster reefs (D) SSPEED models showed that a mid- SSPEED evaluated the storm-surge bay gate, if used in combination protection that would result from the with dredged containment berms proposed construction of oyster reefs (E), would provide substantial surge across the middle of Galveston Bay, reduction in the western and upper along with vertical retaining walls. portions of the bay. Preliminary Modeling for this scenario found that estimates indicate the mid-bay gate the reefs alone would not adequately would provide a significant level of reduce storm surge in the western and surge protection for the west side of northwestern portions of the bay in Galveston Bay and the industrial the event that hurricane-force winds complex along the Houston Ship crossed over the large open expanse Channel. in the upper portion of the bay. Dredged berms (E) Galveston Seawall (1) The proposed dredge-containment Raising the existing 17-foot berms along the Houston Ship Galveston Seawall would provide Channel within the bay have been additional protection from coastal evaluated with computer models. storm surge for the city of Galveston. Existing berm sites along much of SSPEED has evaluated this scenario the Houston Ship Channel have and assessed the level of surge been constructed by the Army Corps protection a raised seawall would of Engineers for depositing the provide. material that is routinely dredged from the ship channel. Some of Raising Texas Highway 87 (F) and these berms, like the one that makes Farm-to-Market Road 3005 (G) up Atkinson Island, are as high as Computer models showed that raising 25 feet above sea level.
    [Show full text]
  • The Ike Dike
    The Ike Dike A Coastal Barrier Protecting the Houston/GalvestonA Coastal Barrier Region from Protecting the Houston/GalvestonHurricane Region from HurricaneStorm Storm Surge Surge The Houston/Galveston Region Nationally-important population and economic Center Considerable infrastructure near sea level with storm surges channeled up the Bay Supports largest petrochemical complex in US Port of Houston alone generates over $178 Billion in economic activity annually Galveston Bay provides valuable ecosystem services Affected by a major storm about every 15 years Large-scale evacuations are increasingly difficult, especially for Hurricanes that quickly increase in intensity and/or change direction Hurricane Rita killed three people. The three day mass evacuation 1932leading up hurricane to Rita's landfall killedimage 108. If farther west, many more lives lost, much more damage Dutch Delta Commission Considered Two Major Options Continue building and strengthening internal dikes/barriers Shorten the surge defense needed with a coastal spine Start of Gate Closing Texas Delegation Eastern Scheldt Barrier A giant engineering structure, The Eastern Scheldt storm surge barrier ('Oosterscheldekering'), was completed in 1986 and is part of the 'Deltaworks' started after the 1953 flood. The barrier has 62 steel doors each 140 feet wide. They are normally open but are closed when there is a North Sea high water level alert. The door gates slide between big concrete pillars, each one up to 130 feet high. The barrier consists of three parts between artificially created islands. When open, the gates allow water exchange between the North Sea and the estuary assuring a healthy bay. These gates, like much of the Deltaworks, are major tourist attractions.
    [Show full text]
  • Letters from the Past Chapter Ef, Galveston, Texas 1997 Houston Area Council Founders' Day Program
    A-28 P.E.O. HEIRLOOMS: LETTERS FROM THE PAST CHAPTER EF, GALVESTON, TEXAS 1997 HOUSTON AREA COUNCIL FOUNDERS' DAY PROGRAM TITLE: "P.E.O. Heirlooms - Letters from the Past" DESCRIPTION: Letters exchanged between friends or relatives during significant periods of Texas P.E.O. history. PERFORMERS: 1869 - Jan Harvey & Diane Doslich 1902 - Pat Tillotson & Jan Harvey 1930 - Esther Jones & Kathleen Harover 1983 - Theresa Murphy & Cheri Pierson 1997 - Carolyn Cox Opening Odes - Kathleen Harover/Pat Tillotson/Carolyn Cox OTHER PARTICIPANTS: Doris Faires, Sally Harvey, Jane Boorman (sets, costumes, research, writing, etc.) NOTE: Thanks go to the authors of the 1988 Ft. Worth Council Founders' Day program for providing the inspiration for the general theme of this program. 1 January 18, 1997 Jo Ann - Hi! What's new in Lubbock? As you can see, I'm playing on my new computer! I've just been "surfin' the Net" and thought I'd check out P.E.O.'s new home page: www.PEO.org. It was advertised in the FYI section of the last issue of the Record. I don't know who put it together, but they did a fantastic job! The page looks like a room in the P.E.O. Executive Office, and you click on objects in the room to find out about P.E.O. Some things were obvious, like finding out about Cottey by clicking on a model of the college. Others were really intriguing: A music stand offered sheet music for each version of the opening ode, and I could actually play the tunes if I wanted! The most fascinating object was an old pocket watch in a glass dome.
    [Show full text]
  • Operations and Administration Action Plan
    Operations and Administration Action Plan 3.7 Operations and Administration Action Plan Background The Operations and Administration Action Plan (OAAP) provides recommendations to strengthen the sanctuary’s base-level staffing, facilities, infrastructure and program support to effectively meet the basic needs of sanctuary management. Emphasis is placed on the physical infrastructure and financial resource requirements of the site. Purpose The purpose of the OAAP is to ensure the administrative, operational, and financial capacities of the sanctuary are adequate to effectively implement the goals and objectives of the sanctuary. Strategies and Activities The OAAP has two strategies and associated activities to build the additional capacity needed for the sanctuary to meet basic requirements for staffing, infrastructure support, and program implementation: OA.1 – Strengthen sanctuary human resource and program support capabilities. Activity 1.1 Maintain, and increase when necessary, human resources required to support existing, new or expanded sanctuary programs. Activity 1.2 Enhance the use of volunteers, partnerships, internships, and cooperative programs to fulfill human resource needs, when possible. OA.2 – Maintain and enhance sanctuary facilities, vessels and other infrastructure. Activity 2.1 Effectively operate and maintain the sanctuary vessel R/V Manta. Activity 2.2 Maintain existing facility infrastructure, and develop and implement a long-range facilities plan. Activity 2.3 Implement the “Climate-Smart Sanctuaries” Initiative. OA.1 Strengthen sanctuary human resource and program support capabilities. As sites update and revise management plans, they identify and evaluate needs for more effective management. Additional staffing and infrastructure resources are required to meet the expanded public demands and expectations raised by the process and to respond to legal mandates and policies.
    [Show full text]
  • 0X0a I Don't Know Gregor Weichbrodt FROHMANN
    0x0a I Don’t Know Gregor Weichbrodt FROHMANN I Don’t Know Gregor Weichbrodt 0x0a Contents I Don’t Know .................................................................4 About This Book .......................................................353 Imprint ........................................................................354 I Don’t Know I’m not well-versed in Literature. Sensibility – what is that? What in God’s name is An Afterword? I haven’t the faintest idea. And concerning Book design, I am fully ignorant. What is ‘A Slipcase’ supposed to mean again, and what the heck is Boriswood? The Canons of page construction – I don’t know what that is. I haven’t got a clue. How am I supposed to make sense of Traditional Chinese bookbinding, and what the hell is an Initial? Containers are a mystery to me. And what about A Post box, and what on earth is The Hollow Nickel Case? An Ammunition box – dunno. Couldn’t tell you. I’m not well-versed in Postal systems. And I don’t know what Bulk mail is or what is supposed to be special about A Catcher pouch. I don’t know what people mean by ‘Bags’. What’s the deal with The Arhuaca mochila, and what is the mystery about A Bin bag? Am I supposed to be familiar with A Carpet bag? How should I know? Cradleboard? Come again? Never heard of it. I have no idea. A Changing bag – never heard of it. I’ve never heard of Carriages. A Dogcart – what does that mean? A Ralli car? Doesn’t ring a bell. I have absolutely no idea. And what the hell is Tandem, and what is the deal with the Mail coach? 4 I don’t know the first thing about Postal system of the United Kingdom.
    [Show full text]
  • Appendix I — Inventory of Historic Resources and Noise Exposure
    Environmental Assessment for Houston Optimization of Airspace and Procedues in the Metroplex Appendix I INVENTORY OF HISTORIC SITES AND NOISE EXPOSURE This appendix documents the inventory of historical resources identified for the Houston Optimization of Airspace Procedures in the Metroplex (OAPM) Environmental Assessment. Included are those historical sites previously catalogued and any new changes since the previous inventory on July 25th, 2012. This appendix also presents noise exposure values for all inventoried sites. I.1.1 Inventory The inventory list is composed of all identified Historic Places and Historic Districts within the Houston OAPM EA primary study area, for either of the following two sources: • The National Historic Register o Downloaded July 3, 2012 from http://nrhp.focus.nps.gov/natreg/docs/Download.html • Texas Historical Commission o Downloaded March 7, 2012 from ftp://ftp.thc.state.tx.us/ The two data sources overlap and most resources appear in both data sets. Where information was available from both sources, information from the Texas Historical Commission was used. Names are as they appear in the original source. The reference number provided by the respective agency was kept in the inventory. For those properties that are listed by both agencies, the reference number is the same. Table I.1 provides a listing of all historic resources by • Reference number • Source Listing • County • City • Historic Place Name • Alternate Name • Address I.1.2 Initial Consultation The inventory of Historic Places (July 12, 2012) and Historic Districts (as of July 12, 2012) was sent to the following agencies in letters dated July 20, 2012 as part of the Houston OAPM initial consultation (see Appendix J).
    [Show full text]
  • Commercial / Office / Industrial Development
    A publication of Bay Area Houston Economic Partnership Issue 51 – March 26, 2014 www.bayareahouston.com In this Edition... Commercial/Office/Industrial Development Retail / Hospitality Development Residential Development Infrastructure News and Everything Else! Bay Area Houston Economic Partnership (BAHEP) is a member-driven organization that provides leadership to stimulate regional economic development and employment in a range of industries such as aerospace engineering, biotechnology/bioscience, specialty chemicals and plastics, and information technology and communications. BAHEP partners with 270 member companies, 13 cities, Galveston County, Harris County, Houston Airport System, and the Port of Houston Authority in southeast Texas to foster economic vitality through regional collaboration. Commercial / Office / Industrial Development Solvay announced it will build and operate a large-scale alkoxylation unit in Pasadena at an integrated industrial facility of LyondellBasell’s Equistar Chemicals affiliate in order to better serve a growing North American market. Equistar will supply the ethylene oxide raw material to the unit in which Solvay will invest more than $55 million. Alkoxylates are used as emulsifiers, detergents and wetting agents and are the chemical foundation for a wide range of Solvay Novecare specialty surfactants. The unit is expected to be operational in 2015. A new spec building will break ground in the coming weeks at 9655 New Century Drive in Bayport North Industrial Park. This one is 15,000 SF, 10-ton crane ready. Ground has been broken for Port Commerce Business Park in Houston on Genoa Red Bluff Road, just east of Space Center Boulevard. Buildings will be ready for occupancy by year’s end. Build-to-suit opportunities at this deed-restricted park range from 2.5-acre sites to more than 15 acres.
    [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]
  • Engineering the Disaster: a Discussion of Trends in Natural
    ENGINEERING THE DISASTER: A DISCUSSION OF TRENDS IN NATURAL HAZARD MANAGEMENT USING CASE STUDIES OF NEW ORLEANS, LOUISIANA AND GALVESTON ISLAND, TEXAS HONORS THESIS Presented to the Honors College of Texas State University in Partial Fulfillment of the Requirements for Graduation in the Honors College by Rachel Suzanne Wolfe San Marcos, Texas December 2018 ENGINEERING THE DISASTER: A DISCUSSION OF TRENDS IN NATURAL HAZARD MANAGEMENT USING CASE STUDIES OF NEW ORLEANS, LOUISIANA AND GALVESTON ISLAND, TEXAS by Rachel Suzanne Wolfe Thesis Supervisor: ________________________________ Christi Townsend, Ph.D. Department of Geography Approved: ____________________________________ Heather C. Galloway, Ph.D. Dean, Honors College Abstract: Natural hazard management is the field of study that focuses on a wide variety of hazards, disasters, and how humans react to and mitigate these events. The main goals of hazard management include damage mitigation, disaster prevention, and ensuring the safety of those at risk. Humans tend to develop communities where resources are rich, but the surrounding environment can pose many hazards unknown to or under-heeded by these settlers. In response to unsustainable development, extensive engineering has been done to the surrounding landscape. This engineering can mitigate the effects of storm surge, extensive flooding, and subsidence, but often at the cost of the surrounding ecosystem. Furthermore, these technological fixes are rarely permanent solutions, and require more extensive engineering measures as cities
    [Show full text]
  • Shoreline Types of the Upper Texas Coast: Sabine-Galveston-Freeport-Sargent Areas
    Shoreline Types of the Upper Texas Coast: Sabine-Galveston-Freeport-Sargent Areas Final Report Prepared for the Texas Natural Resources"Inventory Program Texas General Land Office, Texas Natural Resource Conservation Commission, and Texas Parks and Wildlife Department under GLO Contract No. 94-177R and Minerals Management Service Gulfwide Information System at Louisiana State University CMJ-30660-19901 Robert A. Morton and William A. White Bureau of Economic Geology Noel Tyler, Director The U:niversity of Texas at Austin Austin, Texas 78713-8924 January 1995 CON1ENTS Executive Summary ........................................................................................................................ 1 Introduction ..................................................................................................................................... 2 Rationale for Updating Shoreline Inventories and ESI Maps ......................................................... 3 Previous Related Work ................................................................................................................... 6 Methods of Mapping and Applying ESI Rankings ......................................................................... 8 Mapping Procedures ................................................................................................................. 8 .. 0 Application ofESI Rankings to Complex Shorelines ............................................................. 13 Delineation of Wetlands Using NWI Data ............................................................................
    [Show full text]