New Life for Eroding Shorelines: Beach and Marsh Edge Change in the San Francisco Estuary

Total Page:16

File Type:pdf, Size:1020Kb

New Life for Eroding Shorelines: Beach and Marsh Edge Change in the San Francisco Estuary New Life for Eroding Shorelines: Beach and Marsh Edge Change in the San Francisco Estuary San Francisco SFEI Estuary Institute i New Life for Eroding Shorelines: Beach and Marsh Edge Change in the San Francisco Estuary A technical report associated with the New Life for Eroding Shorelines Project Prepared by SFEI In partnership with Julie Beagle Peter Baye (Coastal Ecologist) Katie McKnight Roger Leventhal (Marin Public Works) Ellen Plane Gloria Desanker Funded by Marin Community Foundation California Coastal Conservancy San Francisco SFEI Estuary Institute sfei publication #984 april 2020 SUGGESTED CITATION SFEI and Peter Baye. 2020. New Life for Eroding Shorelines: Beach and Marsh Edge Change in the San Francisco Estuary. Publication #984, San Francisco Estuary Institute, Richmond, CA. Version 1.0 (April 2020) REPORT AVAILABILITY Report is available at sfei.org IMAGE PERMISSION Permissions rights for images used in this publication have been specifically acquired for one-time use in this publication only. Further use or reproduction is prohibited without express written permission from the responsible source institution. For permissions and reproductions inquiries, please contact the responsible source institution directly. COVER and FRONT MATTER CREDITS Aerial imagery is of Whittell Marsh along Point Pinole Regional Shoreline (Courtesy of Google Earth) FUNDED BY The Marin Community Foundation and the California Coastal Conservancy ACKNOWLEDGEMENTS We thank the Marin Community Foundation and the California State Coastal Conservancy for providing funding for this project under the Advancing Nature-Based Adaptation Solutions in Marin County grant program. Marilyn Latta, Kelly Malinowski, and Linda Tong, our grant managers at the Coastal Conservancy, provided thoughtful feedback, review, and support throughout the project. This report benefited from a truly collaborative and interdisciplinary project team led by Dr. Kathy Boyer (San Francisco State University) along with several graduate students and technicians, including Melissa Patten and Kelly Santos, Peter Baye (Coastal Ecologist), Roger Leventhal (Marin County Public Works), and Marin Audubon Society staff. We are also grateful to our technical advisors for their review and guidance throughout: Stuart Siegel (San Francisco State University), Mike Vasey (SF Bay NERR), and Jeremy Lowe (SFEI). Technical review was also provided by Josh Collins (SFEI). Thank you to the many SFEI staff who contributed to this report: Ruth Askevold, Jeremy Lowe, Sam Safran, Micha Salomon, Pete Kauhanen and interns Kelly Santos and Jacob Kupperman. As this is just the first phase of deliverables for the New Life for Eroding Shorelines project, we are looking forward to integrating these results into the outcomes of the rest of the team’s work, and continuing to add to our understanding of physical and ecological shoreline processes towards the goal of greater shoreline resilience in the face of climate change. CONTENTS Glossary ......................................................................................................................viii Chapter 1. Introduction .................................................................................................. 1 Chapter 2. Marsh edge change .................................................................................... 11 Prepared by: Julie Beagle, Ellen Plane, Gloria Desanker, Micha Salomon Methods ...................................................................................................................................... 18 Results .........................................................................................................................................21 Patterns and examples ..............................................................................................................32 Discussion...................................................................................................................................40 Chapter 3. A technical introduction to beaches in the S.F. Estuary ........................... 47 Prepared by: Peter Baye Estuarine low energy beaches ..................................................................................................49 Estuarine beach planform and shoreline setting ........................................................................52 San Francisco Estuary beaches and sediment types .............................................................59 Estuarine beach and wetland interactions .............................................................................. 67 Wildlife habitat relationships ...................................................................................................70 Chapter 4. A remote sensing approach to evaluate beach change ............................ 85 Prepared by: Julie Beagle, Katie McKnight, Gloria Desanker Methods ......................................................................................................................................88 Results ........................................................................................................................................93 Discussion................................................................................................................................. 107 Chapter 5. Lessons learned in beach habitat pilot projects .......................................117 Prepared by: Peter Baye, Roger Leventhal Bay beach pilot restoration projects in Central SF Bay ......................................................... 117 Assessment of pilot project estuarine beach evolution, patterns, and processes ............. 126 Ecological processes and habitat evolution of bay beach pilot projects ............................144 Project planning and implementation ................................................................................... 156 Conclusions and recommendations .......................................................................................164 Chapter 6. Conclusion ............................................................................................... 171 GLOSSARY Accretion Berm crest The vertical accumulation of sediment causing growth of The linear break in slope marking the seaward limit of the a landform. berm and landward limit of the beachface (Komar 1976). Backwash Cusps The gravity-driven flow of water back down the slope of Regularly spaced shoreline landforms (spacing typically a beach after the swash of the preceding wave (Tarbuck between a few meters and a few tens of meters along and Lutgens 2008). the shore) consisting of small (< 1 m) embayments between protruding ridges. They are a common feature of Bar reflective beaches (Mangor 2019). Elongated intertidal or subtidal sand body with a wave or ridge form, deposited by (tidal) currents or waves; Drift aligned wave-deposited bars are generally aligned nearly parallel Drift alignments are found on beach-fringed coasts where with the shore (Price 1951, 1968). Bars deposited by the dominant waves arrive obliquely to the shore and swash and backwash of waves are termed swash bars. (with accompanying currents) maintain a beach parallel Large, persistent swash bars deposited at the limit of to the direction of the resulting longshore drift. They are constructive wave action at the backshore are also called typically found on straight coasts where the obliquely- beach berms (Pethick 1984, Davis and FitzGerald 2004). arriving waves move sediment alongshore (Bird 2019). Baylands Fringing beach General term describing areas around the margin of a A narrow strip of beach at the toe of a mainland bluff, bay, including mudflats, tidal marsh, and transition zone cliff, or levee. Narrow beaches along the outer salt marsh (Goals Project 2015). edge are termed marsh-fringing barrier beaches (Pilkey and Young 2009). Beach Deposit of unconsolidated sediment ranging from Groin/micro-groin cobbles to sand, formed by wave processes along the An artificially constructed obstruction to longshore shoreline. The beach extends from the landward limit drift of beach sediment, designed to cause local beach of wave action at the base of cliffs, bluffs, dunes, or a deposition. Micro-groins are short groins restricted to marsh platform, to the seaward or bayward limit of wave the beach berm and beachface, which allow significant action and beach sediment (Davis and FitzGerald 2004, bypassing of longshore drifted beach sediment. Pilkey and Young 2009). Lateral erosion Beach berm Landward movement of the shoreline. Also known as A nearly horizontal portion of the beach or backshore marsh edge retreat or recession. formed by the deposition of sediment by the receding Living shoreline waves (Komar 1976). A shoreline management system designed to protect or Beachface restore natural shoreline ecosystems through the use of The sloping section of the beach profile below the berm natural elements, and, if appropriate, manmade elements. where the swash and backwash of waves occurs at high Any elements used must not interrupt the natural water/ tide, eroding or depositing beach sediment (swash slope) land continuum to the detriment of natural shoreline (Komar 1976). ecosystems (Restore America’s Estuaries 2015). viii Low tide terrace (estuarine) Progradation The intertidal flats (sand, mud, or other mixed sediments) Lateral bayward or seaward growth and movement of the bayward of a low-energy beach, where wave action is shoreline; expansion of the marsh or beach edge. highly attenuated
Recommended publications
  • Management of Coastal Erosion by Creating Large-Scale and Small-Scale Sediment Cells
    COASTAL EROSION CONTROL BASED ON THE CONCEPT OF SEDIMENT CELLS by L. C. van Rijn, www.leovanrijn-sediment.com, March 2013 1. Introduction Nearly all coastal states have to deal with the problem of coastal erosion. Coastal erosion and accretion has always existed and these processes have contributed to the shaping of the present coastlines. However, coastal erosion now is largely intensified due to human activities. Presently, the total coastal area (including houses and buildings) lost in Europe due to marine erosion is estimated to be about 15 km2 per year. The annual cost of mitigation measures is estimated to be about 3 billion euros per year (EUROSION Study, European Commission, 2004), which is not acceptable. Although engineering projects are aimed at solving the erosion problems, it has long been known that these projects can also contribute to creating problems at other nearby locations (side effects). Dramatic examples of side effects are presented by Douglas et al. (The amount of sand removed from America’s beaches by engineering works, Coastal Sediments, 2003), who state that about 1 billion m3 (109 m3) of sand are removed from the beaches of America by engineering works during the past century. The EUROSION study (2004) recommends to deal with coastal erosion by restoring the overall sediment balance on the scale of coastal cells, which are defined as coastal compartments containing the complete cycle of erosion, deposition, sediment sources and sinks and the transport paths involved. Each cell should have sufficient sediment reservoirs (sources of sediment) in the form of buffer zones between the land and the sea and sediment stocks in the nearshore and offshore coastal zones to compensate by natural or artificial processes (nourishment) for sea level rise effects and human-induced erosional effects leading to an overall favourable sediment status.
    [Show full text]
  • Natural and Anthropogenic Influences on the Morphodynamics of Sandy and Mixed Sand and Gravel Beaches Tiffany Roberts University of South Florida, [email protected]
    University of South Florida Scholar Commons Graduate Theses and Dissertations Graduate School January 2012 Natural and Anthropogenic Influences on the Morphodynamics of Sandy and Mixed Sand and Gravel Beaches Tiffany Roberts University of South Florida, [email protected] Follow this and additional works at: http://scholarcommons.usf.edu/etd Part of the American Studies Commons, Geology Commons, and the Geomorphology Commons Scholar Commons Citation Roberts, Tiffany, "Natural and Anthropogenic Influences on the Morphodynamics of Sandy and Mixed Sand and Gravel Beaches" (2012). Graduate Theses and Dissertations. http://scholarcommons.usf.edu/etd/4216 This Dissertation is brought to you for free and open access by the Graduate School at Scholar Commons. It has been accepted for inclusion in Graduate Theses and Dissertations by an authorized administrator of Scholar Commons. For more information, please contact [email protected]. Natural and Anthropogenic Influences on the Morphodynamics of Sandy and Mixed Sand and Gravel Beaches by Tiffany M. Roberts A dissertation submitted in partial fulfillment of the requirements for the degree of Doctor of Philosophy Department of Geology College of Arts and Sciences University of South Florida Major Professor: Ping Wang, Ph.D. Bogdan P. Onac, Ph.D. Nathaniel Plant, Ph.D. Jack A. Puleo, Ph.D. Julie D. Rosati, Ph.D. Date of Approval: July 12, 2012 Keywords: barrier island beaches, beach morphodynamics, beach nourishment, longshore sediment transport, cross-shore sediment transport. Copyright © 2012, Tiffany M. Roberts Dedication To my eternally supportive mother, Darlene, my brother and sister, Trey and Amber, my aunt Pat, and the friends who have been by my side through every challenge and triumph.
    [Show full text]
  • San Francisco Bay Area Integrated Regional Water Management Plan
    San Francisco Bay Area Integrated Regional Water Management Plan October 2019 Table of Contents List of Tables ............................................................................................................................... ii List of Figures.............................................................................................................................. ii Chapter 1: Governance ............................................................................... 1-1 1.1 Background ....................................................................................... 1-1 1.2 Governance Team and Structure ...................................................... 1-1 1.2.1 Coordinating Committee ......................................................... 1-2 1.2.2 Stakeholders .......................................................................... 1-3 1.2.2.1 Identification of Stakeholder Types ....................... 1-4 1.2.3 Letter of Mutual Understandings Signatories .......................... 1-6 1.2.3.1 Alameda County Water District ............................. 1-6 1.2.3.2 Association of Bay Area Governments ................. 1-6 1.2.3.3 Bay Area Clean Water Agencies .......................... 1-6 1.2.3.4 Bay Area Water Supply and Conservation Agency ................................................................. 1-8 1.2.3.5 Contra Costa County Flood Control and Water Conservation District .................................. 1-8 1.2.3.6 Contra Costa Water District .................................. 1-9 1.2.3.7
    [Show full text]
  • Marin Islands NWR Sport Fishing Plan
    Table of Contents Table of Contents 2 MARIN ISLANDS NATIONAL WILDLIFE REFUGE 3 SPORT FISHING PLAN 3 1. Introduction 3 2. Statement of Objectives 4 3. Description of the Fishing Program 5 A. Area to be Opened to Fishing 5 B. Species to be Taken, Fishing periods, Fishing Access 5 C. Fishing Permit Requirements 7 D. Consultation and Coordination with the State 7 E. Law Enforcement 7 F. Funding and Staffing Requirements 8 4. Conduct of the Fishing Program 8 A. Permit Application, Selection, and/or Registration Procedures (if applicable) 8 B. Refuge-Spec if ic Fishing Regulat ions 8 C. Relevant State Regulations 8 D. Other Refuge Rules and Regulations for Sport Fishing 8 5. Public Engagement 9 A. Outreach for Announcing and Publicizing the Fishing Program 9 B. Anticipated Public Reaction to the Fishing Program 9 C. How Anglers Will Be Informed of Relevant Rules and Regulations 9 6. Compatibility Determination 9 7. Literature Cited 9 List of Figures Figure 1. Proposed Sport Fishing Area Fishing…………………………………6 Marin Islands NWR Fishing Plan Page 2 MARIN ISLANDS NATIONAL WILDLIFE REFUGE SPORT FISHING PLAN 1. Introduction National Wildlife Refuges are guided by the mission and goals of the National Wildlife Refuge System (NWRS), the purposes of an individual refuge, Service policy, and laws and international treaties. Relevant guidance includes the National Wildlife Refuge System Administration Act of 1966, as amended by the National Wildlife Refuge System Improvement Act of 1997, Refuge Recreation Act of 1962, and selected portions of the Code of Federal Regulations and Fish and Wildlife Service Manual.
    [Show full text]
  • Section 3.4 Biological Resources 3.4- Biological Resources
    SECTION 3.4 BIOLOGICAL RESOURCES 3.4- BIOLOGICAL RESOURCES 3.4 BIOLOGICAL RESOURCES This section discusses the existing sensitive biological resources of the San Francisco Bay Estuary (the Estuary) that could be affected by project-related construction and locally increased levels of boating use, identifies potential impacts to those resources, and recommends mitigation strategies to reduce or eliminate those impacts. The Initial Study for this project identified potentially significant impacts on shorebirds and rafting waterbirds, marine mammals (harbor seals), and wetlands habitats and species. The potential for spread of invasive species also was identified as a possible impact. 3.4.1 BIOLOGICAL RESOURCES SETTING HABITATS WITHIN AND AROUND SAN FRANCISCO ESTUARY The vegetation and wildlife of bayland environments varies among geographic subregions in the bay (Figure 3.4-1), and also with the predominant land uses: urban (commercial, residential, industrial/port), urban/wildland interface, rural, and agricultural. For the purposes of discussion of biological resources, the Estuary is divided into Suisun Bay, San Pablo Bay, Central San Francisco Bay, and South San Francisco Bay (See Figure 3.4-2). The general landscape structure of the Estuary’s vegetation and habitats within the geographic scope of the WT is described below. URBAN SHORELINES Urban shorelines in the San Francisco Estuary are generally formed by artificial fill and structures armored with revetments, seawalls, rip-rap, pilings, and other structures. Waterways and embayments adjacent to urban shores are often dredged. With some important exceptions, tidal wetland vegetation and habitats adjacent to urban shores are often formed on steep slopes, and are relatively recently formed (historic infilled sediment) in narrow strips.
    [Show full text]
  • Part III-2 Longshore Sediment Transport
    Chapter 2 EM 1110-2-1100 LONGSHORE SEDIMENT TRANSPORT (Part III) 30 April 2002 Table of Contents Page III-2-1. Introduction ............................................................ III-2-1 a. Overview ............................................................. III-2-1 b. Scope of chapter ....................................................... III-2-1 III-2-2. Longshore Sediment Transport Processes ............................... III-2-1 a. Definitions ............................................................ III-2-1 b. Modes of sediment transport .............................................. III-2-3 c. Field identification of longshore sediment transport ........................... III-2-3 (1) Experimental measurement ............................................ III-2-3 (2) Qualitative indicators of longshore transport magnitude and direction ......................................................... III-2-5 (3) Quantitative indicators of longshore transport magnitude ..................... III-2-6 (4) Longshore sediment transport estimations in the United States ................. III-2-7 III-2-3. Predicting Potential Longshore Sediment Transport ...................... III-2-7 a. Energy flux method .................................................... III-2-10 (1) Historical background ............................................... III-2-10 (2) Description ........................................................ III-2-10 (3) Variation of K with median grain size................................... III-2-13 (4) Variation of K with
    [Show full text]
  • The Relationship Between Wave Action and Beach Profile Characteristics
    CHAPTER 14 THE RELATIONSHIP BETWEEN WAVE ACTION AND BEACH PROFILE CHARACTERISTICS P. H. Kemp Department of GivH Engineering. University College London, England. ABSTRACT. The rational design of coast protection works requires a knowledge of the behaviour of the beach under natural conditions. The understanding of the relationship between the waves acting on the beach and the characteristics of the beach profile produced, is thus a necessary preliminary to the analysis of the causes of beach erosion and the evaluation of the effect of projected remedial measures. The present paper describes the results of a series of prelimin- ary hydraulic model experiments carried out by the author prior to a model study of the behaviour of groynes in stabilising beaches. Most of the beach materials used represented coarse sand or shingle in nature. The results demonstrate the fundamental importance of the "phase- difference" in terms of wave period between the break-point and the limit of uprush, in relation to flow conditions, cusp formation, and the change from "step" to "bar" type profiles. Within the limits of the experiments an expression connecting the breaker height, beach profile length, and grain diameter is developed, and its implications examined in relation to beach slope, and to the previous "wave steepness" criterion for the change from step to bar type profiles. Observations are included on the rate of recession of a shore- line due to the onset of more severe wave conditions. INTRODUCTION. BEACH CHANGES. Changes in the coastline may be classified as:- (1) Progressive changes resulting in prograding or recession of the shoreline over a long period of time.
    [Show full text]
  • Shoeburyness Coastal Management Scheme Non- Technical Study
    Shoeburyness Coastal Management Scheme Non- Technical Study Southend-on-Sea Borough Council This document is issued for the party which commissioned it and for specific purposes connected with the above-captioned project only. It should not be relied upon by any other party or used for any other purpose. We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties. This document contains confidential information and proprietary intellectual property. It should not be shown to other parties without consent from us and from the party which commissioned it. The consultant has followed accepted procedure in providing the services but given the residual risk associated with any prediction and the variability which can be experienced in flood conditions, the consultant takes no liability for and gives no warranty against actual flooding of any property (client’s or third party) or the consequences of flooding in relation to the performance of the service. This report has been prepared for the purposes of informing the Shoeburyness Flood and Erosion Risk Management Scheme only. Shoeburyness Coastal Management Scheme 2 Contents Introduction 4 Aim of Document 4 Shoeburyness Coastal Management Scheme Area 5 The Need for Action 6 Key Issues for the Frontage 6 Section 1: Thorpe Bay Yacht Club to the groyne between the beachs huts on the beach and those on the promenade 6 Section 2: The groyne between the beach and those on the promenade to the H.M.Coastguard 6 Section 3: HM.Coastguard Station to World War 2 Quick Fire Battery 6 Flood and Erosion Risk 7 Flood Risk 7 Erosion Risk 7 Current Risks 7 Managing Impacts on the Environment 8 Designated Areas 8 Coastal Squeeze 8 Environmental Report 8 Appraisal Process 9 Task 1: Long List of Options 10 Task 2: Develop the Short List of Options 10 1.
    [Show full text]
  • Characterisation and Prediction of Large-Scale, Long-Term Change of Coastal Geomorphological Behaviours: Final Science Report
    Characterisation and prediction of large-scale, long-term change of coastal geomorphological behaviours: Final science report Science Report: SC060074/SR1 Product code: SCHO0809BQVL-E-P The Environment Agency is the leading public body protecting and improving the environment in England and Wales. It’s our job to make sure that air, land and water are looked after by everyone in today’s society, so that tomorrow’s generations inherit a cleaner, healthier world. Our work includes tackling flooding and pollution incidents, reducing industry’s impacts on the environment, cleaning up rivers, coastal waters and contaminated land, and improving wildlife habitats. This report is the result of research commissioned by the Environment Agency’s Science Department and funded by the joint Environment Agency/Defra Flood and Coastal Erosion Risk Management Research and Development Programme. Published by: Author(s): Environment Agency, Rio House, Waterside Drive, Richard Whitehouse, Peter Balson, Noel Beech, Alan Aztec West, Almondsbury, Bristol, BS32 4UD Brampton, Simon Blott, Helene Burningham, Nick Tel: 01454 624400 Fax: 01454 624409 Cooper, Jon French, Gregor Guthrie, Susan Hanson, www.environment-agency.gov.uk Robert Nicholls, Stephen Pearson, Kenneth Pye, Kate Rossington, James Sutherland, Mike Walkden ISBN: 978-1-84911-090-7 Dissemination Status: © Environment Agency – August 2009 Publicly available Released to all regions All rights reserved. This document may be reproduced with prior permission of the Environment Agency. Keywords: Coastal geomorphology, processes, systems, The views and statements expressed in this report are management, consultation those of the author alone. The views or statements expressed in this publication do not necessarily Research Contractor: represent the views of the Environment Agency and the HR Wallingford Ltd, Howbery Park, Wallingford, Oxon, Environment Agency cannot accept any responsibility for OX10 8BA, 01491 835381 such views or statements.
    [Show full text]
  • Programmatic Essential Fish Habitat (EFH) Assessment for the Long-Term Management Strategy for the Placement of Dredged Material in the San Francisco Bay Region
    Programmatic Essential Fish Habitat (EFH) Assessment for the Long-Term Management Strategy for the Placement of Dredged Material in the San Francisco Bay Region July 2009 Executive Summary Programmatic Essential Fish Habitat (EFH) Assessment for the Long-Term Management Strategy for the Placement of Dredged Material in the San Francisco Bay Region Pursuant to section 305(b)(2) of the Magnuson-Stevens Fishery Conservation and Management Act of 1976 (16 U.S.C. §1855(b)), the United States Army Corps of Engineers (USACE) and the United States Environmental Protection Agency (USEPA), as the federal lead and co-lead agencies, respectively, submit this Programmatic Essential Fish Habitat (EFH) Assessment for the Long-Term Management Strategy for the Placement of Dredged Material in the San Francisco Bay Region. This document provides an assessment of the potential effects of the on-going dredging and dredged material placement activities of all federal and non-federal maintenance dredging projects in the action area (see Figure 1.1 located on page 3). The SF Bay LTMS program area spans 11 counties, including: Marin, Sonoma, Napa, Solano, Sacramento, San Joaquin, Contra Costa, Alameda, Santa Clara, San Mateo and San Francisco counties. It does not include the mountainous or inland areas far removed from navigable waters. The geographic scope of potential impacts included in this consultation (action area) comprises the estuarine waters of the San Francisco Bay region, portions of the Sacramento-San Joaquin Delta (Delta) west of Sherman Island and the western portion of the Port of Sacramento and Port of Stockton deep water ship channels. It also includes the wetlands and shallow intertidal areas that form a margin around the Estuary and the tidal portions of its tributaries.
    [Show full text]
  • Pleistocene Interglacial Sea-Levels on the Island of Alderney, Channel
    Read at the Annual Conference of the Ussher Society, January 1997 PLEISTOCENE INTERGLACIAL SEA-LEVELS ON THE ISLAND OF ALDERNEY, CHANNEL ISLANDS H.C.L. JAMES James, H.C.L. 1997. Pleistocene interglacial sea-levels on the island of Alderney, Channel Islands. Proceedings of the Ussher Society, 9, 173-176. Brief references to raised beaches and associated phenomena on Alderney are reviewed in a historical context. More recent surveys by officers of the Institute of Geological Sciences demonstrated a series of raised beaches on Alderney within the context of the Channel Islands. This paper includes recently discovered sections which have been surveyed laterally and altitudinally. At least two distinct former sea-levels have been identified. H.C.L. James, Department of Science and Technology Education, The University of Reading, Bulmershe Court, Earley, Reading, Berkshire. RG6 1HY. BACKGROUND The earliest reference to raised beaches in Alderney appears in a Geological report to the Guernsey Society in 1894 (De la Mare, 1895). This was followed by Mourant's classic descriptions of evidence for former sea-levels in the Channel Islands (1933) including Alderney. Elhai (1963), using numerous published reports from the main Channel Islands' Societies, incorporated further descriptions of the Quaternary deposits within a broader consideration of the adjoining Normandy coast. More comprehensive recent reports on Pleistocene deposits on the island of Alderney appeared in Keen (1978). James (1989, 1990) added further sites and descriptions of low level raised beaches and suggested geochronological links with those of south-west England. RECENT WORK Keen's report for the Institute of Geological Sciences (1978) largely contained brief accounts of the location of raised beaches on Alderney within the context of his proposed three groups according to their height range (Figure 1) based on earlier work by Mourant (1933) and Zeuner (1959).
    [Show full text]
  • Download Download PDF -.Tllllllll
    Journal of Coastal Research 1231-1241 Royal Palm Beach, Florida Fall 1998 Coastal Erosion Along the Todos Santos Bay, Ensenada, Baja California, Mexico: An Overview Roman Lizarraga-Arciniegat and David W. Fischer'[ tInst. Invest. Oceanologicas/ :j:Fac. Ciencias MarinaslUABC UABC Km. 103 Carret. Tijuana­ Ensenada Ensenada, B.C. Mexico ABSTRACT . LIZARRAGA-ARCINIEGA, R. and FISCHER D.W., 1998. Coastal erosion along the Todos Santos Bay, Ensenada, .tllllllll:. Baja California, Mexico. Journal ofCoastal Research, 14(4),1231-1241. Royal Palm Beach (Florida), ISSN 0749-0208. ~ This paper presents an overview of the factors influencing the erosion regime in Todos Santos Bay, Ensenada, Baja eusss California, Mexico. Such factors include the geomorphology of the area, the degree of coastal erosion along the bay's ---~JLt cliffs and beaches, the area's climate and sediment supply, sea level, and human intervention. Human intervention ... b is rapidly becoming the most significant factor influencing coastal erosion, as urbanization and its associated infra­ structure have disrupted coastal processes and the sediment budget. The management of coastal erosion was found to be limited to attempts to buttress the shoreline with a variety of materials. The coastal laws of Mexico are silent on erosion issues, leaving erosion to be viewed as a natural threat to human occupancy of the shoreline. It is suggested that for a coastal management program to be effective for the Bahia de Todos Santos, it is critical to integrate local authorities, local scientists,
    [Show full text]