Managing the Anthropocene Marine Transgression to the Year 2100 and Beyond in the State of Florida U.S.A
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Coastal Erosion - Orrin H
COASTAL ZONES AND ESTUARIES – Coastal Erosion - Orrin H. Pilkey, William J. Neal, David M. Bush COASTAL EROSION Orrin H. Pilkey Program for the Study of Developed Shorelines, Division of Earth and Ocean Sciences, Duke University, Durham, NC, U.S.A. William J. Neal Department of Geology, Grand Valley State University, Allendale, MI, USA. David M. Bush Department of Geosciences, State University of West Georgia, Carrollton, GA, USA. Keywords: erosion, shoreline retreat, sea level rise, barrier islands, beach, coastal management, shoreline armoring, seawalls, sand supply Contents 1. Introduction 2. Causes of Erosion 2.1. Sea Level Rise 2.2. Sand Supply 2.3. Shoreline Engineering 2.4. Wave Energy and Storm Frequency 3. "Special" Cases 4. Solutions to Coastal Erosion 5. The Future Glossary Bibliography Biographical Sketches Summary Almost all of the world’s shorelines are retreating in a landward direction—a process called shoreline erosion. Sea level rise and the reduction of sand supply to the shoreline by damming of rivers, armoring of shorelines and the dredging of navigation channels are among the major causes of shoreline retreat. As sea levels continue to rise, sometimesUNESCO enhanced by subsidence caused – byEOLSS oil and water extraction, global erosion rates should increase in coming decades. Three response alternatives are available to "solve" the erosionSAMPLE problem. These are cons tructionCHAPTERS of seawalls and other engineering structures, beach nourishment and relocation or abandonment of buildings. No matter what path is chosen, response to the erosion problem is costly. 1. Introduction Coastal erosion is a major problem for developed shorelines everywhere in the world. Such erosion is regarded as a coastal hazard and is a common focus of local and national coastal management. -
Case Study the Belgian Coast
Case Study The Belgian coast WP 2.5 Willekens Marian Maes Frank 1 Contents Introduction - Belgian Coast ....................................................................... 5 Expert Couplet Node (members) ............................................................. 7 Case study aims ....................................................................................... 8 Case study objectives .............................................................................. 8 Learning outcomes .................................................................................. 8 Key Themes ............................................................................................. 9 1. Belgian coastline historical context ...................................................... 10 1.1 Introduction .................................................................................... 10 1.2 historical context ............................................................................. 10 1.3 Conclusion ....................................................................................... 18 1.4 Glossary ........................................................................................... 18 1.5 information sources ........................................................................ 21 1.6 References ...................................................................................... 22 1.7 Further Reading ............................................................................... 22 1.8 End-of-section questions on historical -
Coastal Land Loss and Wktlanb Restoration
COASTAL LAND LOSS AND WKTLANB RESTORATION tSI R. E. Turner estuaryare causallyrelated to the landlosses this sealevel ri se,climate change~, soil type,geomorphic century." I then comparethe strengthof this frameworkand age, subsidence or tnanagement. hypothesisto someof theother hypothesized causes of land loss on this coast, There are laboratoryand Four Hypotheses small-scale field trials that support various hypotheses,It seemsto me thatthe mostreliable Four hypothesesabout the causes of indirect interpretationsare basedon what happensin the wetlandlosses in BaratariaBay will be addressed field, andnot on the resultsof computermodels, here adapted from Turner 1997!: laboratorystudies or conceptualdiagrams. H l. i ct n ences of The test results discussed herein are derived t !tin oil banks v d solelyfrom data derived at a landscapescale. The 'ori of 1 loss sin h data set is restricted to a discussion of the Barataria watershed. This watershed is a significant H2. componentof theLouisiana coastal zorie 14,000 lv ha!and there are a varietyof habitatdata available i tl on it. Its easternboundary is the MississippiRiver from whichoccasional overflowing waters are v n.vi hypothesizedto deliver enoughsediinents and on 1 v tno I freshwaterto significantlyinfluence the balanceof rit f i land lossor gain in the receivingwatershed, and whosere-introduction would restore the estuary's wetlands. Improvingour understandingof the H4. w rin si ecologicalprocesses operating in this watershed h ' ' of mightassist in the managementof others. The effect of geologicalsubsidence and sea DIrect and Indirect Causes of Wetland Loss level rise are not included in this list because both factorshave remained relatively stablethis century Wetlandloss is essentiallythe same as land loss when the land-loss rates rose and fell, Local on thiscoast Baurnann and Turner 1990!. -
Bathymetry and Active Geological Structures in the Upper Gulf of California Luis G
BOLETÍN DE LA SOCIEDAD GEOLÓ G ICA MEXICANA VOLU M EN 61, NÚ M . 1, 2009 P. 129-141 Bathymetry and active geological structures in the Upper Gulf of California Luis G. Alvarez1*, Francisco Suárez-Vidal2, Ramón Mendoza-Borunda2, Mario González-Escobar3 1 Departamento de Oceanografía Física, División de Oceanología. 2 Departamento de Geología, División de Ciencias de la Tierra. 3 Departamento de Geofísica Aplicada, División de Ciencias de la Tierra. Centro de Investigación Científica y de Educación Superior de Ensenada, B.C. Km 107 carretera Tijuana-Ensenada, Ensenada, Baja California, México, 22860. * Corresponding author: E-mail: [email protected] Abstract Bathymetric surveys made between 1994 and 1998 in the Upper Gulf of California revealed that the bottom relief is dominated by narrow, up to 50 km long, tidal ridges and intervening troughs. These sedimentary linear features are oriented NW-SE, and run across the shallow shelf to the edge of Wagner Basin. Shallow tidal ridges near the Colorado River mouth are proposed to be active, while segments in deeper water are considered as either moribund or in burial stage. Superposition of seismic swarm epicenters and a seismic reflection section on bathymetric features indicate that two major ridge-troughs structures may be related to tectonic activity in the region. Off the Sonora coast the alignment and gradient of the isobaths matches the extension of the Cerro Prieto Fault into the Gulf. A similar gradient can be seen over the west margin of the Wagner Basin, where in 1970 a seismic swarm took place (Thatcher and Brune, 1971) overlapping with a prominent ridge-trough structure in the middle of the Upper Gulf. -
Coastal Processes Study at Ocean Beach, San Francisco, CA: Summary of Data Collection 2004-2006
Coastal Processes Study at Ocean Beach, San Francisco, CA: Summary of Data Collection 2004-2006 By Patrick L. Barnard, Jodi Eshleman, Li Erikson and Daniel M. Hanes Open-File Report 2007–1217 U.S. Department of the Interior U.S. Geological Survey U.S. Department of the Interior DIRK KEMPTHORNE, Secretary U.S. Geological Survey Mark D. Myers, Director U.S. Geological Survey, Reston, Virginia 2007 For product and ordering information: World Wide Web: http://www.usgs.gov/pubprod Telephone: 1-888-ASK-USGS For more information on the USGS—the Federal source for science about the Earth, its natural and living resources, natural hazards, and the environment: World Wide Web: http://www.usgs.gov Telephone: 1-888-ASK-USGS Barnard, P.L.., Eshleman, J., Erikson, L., and Hanes, D.M., 2007, Coastal processes study at Ocean Beach, San Francisco, CA; summary of data collection 2004-2006: U. S. Geological Survey Open-File Report 2007- 1217, 171 p. [http://pubs.usgs.gov/of/2007/1217/]. Any use of trade, product, or firm names is for descriptive purposes only and does not imply endorsement by the U.S. Government. Although this report is in the public domain, permission must be secured from the individual copyright owners to reproduce any copyrighted material contained within this report. ii Contents Executive Summary of Major Findings..................................................................................................................................1 Chapter 2 - Beach Topographic Mapping..............................................................................................................1 -
COASTAL LAND LOSS in FLORIDA Ralph R
COASTAL LAND LOSS IN FLORIDA Ralph R. Clark1 Abstract Florida has approximately 593 miles of shoreline fronting on the Atlantic Ocean and Straits of Florida and approximate ly 673 miles of shoreline fronting on the Gulf of Mexico with an additional 5,000 miles of bay and estuary shoreline (U.S. Army Corps of Engineers, 1971). Of a statewide total of 818.9 miles of open coast sandy beaches, 337.2 miles or 41.2 percent of the beaches are identified as erosion problem areas. These erosion problem areas include those beaches with a high erosion rate or recent significant erosion conditions, those beaches with a moderate or low erosion rate, but with a narrow width fronting a highly developed area, and those restored beaches with an active maintenance nourishment pro gram. Of these erosion problem areas, 217.8 miles or 26.6 percent of the statewide beach length, are areas of critical erosion, that is, segments of the shoreline where substantial development or recreation interests are threatened by the erosion processes. On a shorewide basis the Atlantic Ocean beaches of Florida typically have historical erosion rates of between 0 and -3 feet per year, while the Gulf of Mexico beaches typically have historical erosion rates of between 0 and -2 feet per year. Many of the problem areas have shoreline erosion rates in the magnitude of between -3 and -5 feet per year. The most extreme erosion rates are occurring along the southern portion of St. Joseph Peninsula at Cape San Bias where the annual shoreline recession exceeds -20 feet. -
NATURAL DEFENSES in ACTION HARNESSING NATURE to PROTECT OUR COMMUNITIES Copyright © 2016 National Wildlife Federation
NATURAL DEFENSES IN ACTION HARNESSING NATURE TO PROTECT OUR COMMUNITIES Copyright © 2016 National Wildlife Federation Suggested citation: Small-Lorenz, S.L., B. A. Stein, K. Schrass, D.N. Holstein, and A.V. Mehta. 2016. Natural Defenses in Action: Harnessing Nature to Protect Our Communities. Washington, DC: National Wildlife Federation. Natural Defenses in Action is available online at: www.nwf.org/nature-in-action Cover photo: Oystercatchers, Jamaica Bay, New York City. Photo: Don Riepe/ALS National Wildlife Federation 1990 K Street NW Washington, DC 20006 www.nwf.org NATURAL DEFENSES IN ACTION HARNESSING NATURE TO PROTECT OUR COMMUNITIES Stacy L. Small-Lorenz, Bruce A. Stein, Karl Schrass, D. Nicole Holstein, and Avalon V. Mehta Dunes, Stone Harbor, NJ. Photo: Stacy Small-Lorenz/NWF NATURAL DEFENSES IN ACTION | ii CONTENTS CONTENTS ...................................................................................... iii EXECUTIVE SUMMARY ..................................................................... 1 NATURAL DEFENSES IN ACTION ........................................................ 2 Mounting Risks, Increasing Losses ....................................................................................... 2 Using Nature to Better Protect Communities ............................................................................ 3 What Are Natural Defenses? ............................................................................................. 4 HIGHLIGHTING WHAT WORKS: PROFILES OF RESILIENCE ALLIES ......... 7 Discouraging -
Relationship Between Growth Faults, Subsidence, and Land Loss: an Example from Cameron Parish, Southwestern Louisiana, USA
See discussions, stats, and author profiles for this publication at: https://www.researchgate.net/publication/340069701 Relationship between Growth Faults, Subsidence, and Land Loss: An Example from Cameron Parish, Southwestern Louisiana, USA Article in Journal of Coastal Research · March 2020 DOI: 10.2112/JCOASTRES-D-19-00108.1 CITATION READS 1 257 1 author: Raphael Gottardi University of Louisiana at Lafayette 41 PUBLICATIONS 136 CITATIONS SEE PROFILE Some of the authors of this publication are also working on these related projects: Basin Analysis View project All content following this page was uploaded by Raphael Gottardi on 23 March 2020. The user has requested enhancement of the downloaded file. Journal of Coastal Research 00 0 000–000 Coconut Creek, Florida Month 0000 Relationship between Growth Faults, Subsidence, and Land Loss: An Example from Cameron Parish, Southwestern Louisiana, USA Matthew O’Leary and Raphael Gottardi* School of Geosciences University of Louisiana at Lafayette Lafayette, LA 70504, U.S.A. ABSTRACT O’Leary, M. and Gottardi, R., 0000. Relationship between growth faults, subsidence, and land loss: An example from Cameron Parish, Southwestern Louisiana, USA. Journal of Coastal Research, 00(0), 000–000. Coconut Creek (Florida), ISSN 0749-0208. This study investigates the relationship between faulting, subsidence, and land loss in coastal Louisiana. A methodology that integrates three-dimensional (3D) seismic data, well logs, high-resolution topographic mapping (LIDAR), and historical aerial photography is successfully developed to identify fault-related geomorphic changes in southwestern Louisiana’s Chenier Plain. Analysis of a 3D seismic survey and well logs reveals the presence of 10 normal faults that form an east-west graben in the middle of the study area. -
Continental Shelf Morphology and Stratigraphy Offshore San Onofre, California: the Interplay Between Rates of Eustatic Change and Sediment Supply
Marine Geology 369 (2015) 116–126 Contents lists available at ScienceDirect Marine Geology journal homepage: www.elsevier.com/locate/margeo Continental shelf morphology and stratigraphy offshore San Onofre, California: The interplay between rates of eustatic change and sediment supply Shannon Klotsko a,⁎, Neal Driscoll a,GrahamKentb, Daniel Brothers c a Scripps Institution of Oceanography, UC San Diego, 9500 Gilman Drive, La Jolla, CA 92093, United States b Nevada Seismological Laboratory, University of Nevada, Reno, Laxalt Mineral Engineering Building, Room 322, Reno, NV 89557, United States c U.S. Geological Survey, 400 Natural Bridges Drive, Santa Cruz, CA 95060, United States article info abstract Article history: New high-resolution CHIRP seismic data acquired offshore San Onofre, southern California reveal that shelf Received 31 January 2015 sediment distribution and thickness are primarily controlled by eustatic sea level rise and sediment supply. Received in revised form 18 July 2015 Throughout the majority of the study region, a prominent abrasion platform and associated shoreline cutoff Accepted 1 August 2015 are observed in the subsurface from ~72 to 53 m below present sea level. These erosional features appear to Available online 5 August 2015 have formed between Melt Water Pulse 1A and Melt Water Pulse 1B, when the rate of sea-level rise was lower. There are three distinct sedimentary units mapped above a regional angular unconformity interpreted Keywords: San Onofre to be the Holocene transgressive surface in the seismic data. Unit I, the deepest unit, is interpreted as a lag deposit Continental margin processes that infills a topographic low associated with an abrasion platform. -
Pliocene Marine Transgressions of Northern Alaska: Circumarctic
ARCTIC VOL. 45, NO. 1 (MARCH 1992) P. 74-89 Pliocene Marine Transgressionsof Northern Alaska: Circumarctic Correlationsand Paleoclimatic Interpretations’ J. BRIGHAM-GREITE* and L.D. CARTER3 (Received 5 July 1990; accepted in revised form 22 May 1991) ABSTRACT. At least three marine transgressions of Pliocene age are recorded by littoral to inner-shelf sediments of the Gubik Formation, which mantles the Arctic Coastal Plainof northern Alaska. The three recognized transgressions wereeustatic high sea levels that, from oldest to youngest, are informally named the Colvillian, Bigbendian, and Fishcreekian transgressions. The geochronology is based upon amino acid geochemistry, paleo- magnetic studies, vertebrate and invertebrate paleontology, and strontium isotope age estimates. Pollen, plant macrofossils, and marine vertebrate and invertebrate remains indicate that these trangressions occurred when the Arctic was at least intermittently much warmer than it is now. The Colvillian transgression took place at sometime between2.48 and 2.7 Ma, when adjacent coastal areas supported an open boreal forestor spruce-birch wood- land with scattered pine and rarefir and hemlock. The Bigbendian transgression occurred about 2.48 Ma. Climaticconditions were probably slightly cooler than during the Colvillian transgression, but probably toowarm for permafrost and too warm for even seasonal seaice in the region. Nearby vegetation was open spruce-birch woodland or parkland, possibly with rare scattered pine. The Fishcreekian transgression took place sometime between 2.14 and 2.48 Ma and was also characterized by warm marine conditions without sea ice. During the waning stages of this transgression, however, terrestrialconditions were relatively cool, and coastal vegetation was herbaceous tundra with scattered larch trees in the vicinity. -
Louisiana's Land Loss Crisis Without
Louisiana’s Land Loss Crisis The Mississippi River Delta formed over thousands of years as North America’s mightiest river deposited sand, clay and organic material into the warm, shallow waters of the northern Gulf of Mexico. Over the last few hundred years, human alterations to the river system have caused the delta to collapse. Since the 1930s, Louisiana has lost about 1,900 square miles of land into open water. Recent catastrophes, such as Hurricanes Katrina and Rita, and the BP oil disaster, exacerbated our coastal crisis. As the delta disappears, so does the natural protection it provides. We have to act now to correct the damage. Predicted Land Loss Predicted Land Gain Without action, Louisiana could lose as much as 4,123 square miles of land in the next 50 years Variety of Solutions Robust, large-scale restoration projects, along with coastal protection and community resilience measures, are our best solutions for reducing land loss, protecting our communities and ensuring a sustainable future for generations to come. Restoration of a healthy, productive Mississippi River Delta requires a variety of restoration solutions. These include: • Reconnecting the river to its delta through land-building sediment diversions • Strategic use of dredged sediment to build and sustain wetlands and barrier islands • Improved management of the Mississippi River • Adopting community resilience measures, such as home elevation WHO WE ARE Restore the Mississippi River Delta is working to protect people, wildlife and jobs by reconnecting the river with its wetlands. As our region faces the crisis of threatening land loss, we offer science-based solutions through a comprehensive approach to restoration. -
Modeled Sediment Availability, Deposition, and Decadal Land Change in Coastal Louisiana Marshes Under Future Relative Sea Level Rise Scenarios
Wetlands https://doi.org/10.1007/s13157-019-01151-0 WETLANDS AND CLIMATE CHANGE Modeled Sediment Availability, Deposition, and Decadal Land Change in Coastal Louisiana Marshes under Future Relative Sea Level Rise Scenarios Eric D. White1 & Denise J. Reed2 & Ehab A. Meselhe3 Received: 31 May 2017 /Accepted: 27 March 2019 # Society of Wetland Scientists 2019 Abstract The ability, or lack thereof, for wetlands in coastal Louisiana to maintain elevation capital has been well documented in the literature to be a function of local and regional factors as well as environmental conditions. The Integrated Compartment Model (ICM) framework developed for the state of Louisiana’s Coastal Master Plan models hydrologic, vegetation, and wetland elevation dynamics and captures regional and local dynamics of wetland elevation, inundation and sedimentation processes. It provides insights into the relative sensitivities of wetland evolution to environmental drivers under uncertain future environmental conditions. A systematic, and computationally efficient modeling exercise was conducted to test coastal marsh survival across a wide range of possible future relative sea level rise rate scenarios. Model results indicate a diverse response with respect to sediment deposition and marsh survival driven by regional subsidence rates and proximity to suspended sediment sources. Sediment poor regions of coastal Louisiana are particularly sensitive to relative sea level rise under all but the most optimistic of future sea level rise rates simulated. Coastal marshes