Integrating Th E Shoreline Into Spatial Policies
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Santa Cruz County Coastal Climate Change Vulnerability Report
Santa Cruz County Coastal Climate Change Vulnerability Report JUNE 2017 CENTRAL COAST WETLANDS GROUP MOSS LANDING MARINE LABS | 8272 MOSS LANDING RD, MOSS LANDING, CA Santa Cruz County Coastal Climate Change Vulnerability Report This page intentionally left blank Santa Cruz County Coastal Climate Change Vulnerability Report i Prepared by Central Coast Wetlands Group at Moss Landing Marine Labs Technical assistance provided by: ESA Revell Coastal The Nature Conservancy Center for Ocean Solutions Prepared for The County of Santa Cruz Funding Provided by: The California Ocean Protection Council Grant number C0300700 Santa Cruz County Coastal Climate Change Vulnerability Report ii Primary Authors: Central Coast Wetlands group Ross Clark Sarah Stoner-Duncan Jason Adelaars Sierra Tobin Kamille Hammerstrom Acknowledgements: California State Ocean Protection Council Abe Doherty Paige Berube Nick Sadrpour Santa Cruz County David Carlson City of Capitola Rich Grunow Coastal Conservation and Research Jim Oakden Science Team David Revell, Revell Coastal Bob Battalio, ESA James Gregory, ESA James Jackson, ESA GIS Layer support AMBAG Santa Cruz County Adapt Monterey Bay Kelly Leo, TNC Sarah Newkirk, TNC Eric Hartge, Center for Ocean Solution Santa Cruz County Coastal Climate Change Vulnerability Report iii Contents Contents Summary of Findings ........................................................................................................................ viii 1. Introduction ................................................................................................................................ -
Responses to Coastal Erosio in Alaska in a Changing Climate
Responses to Coastal Erosio in Alaska in a Changing Climate A Guide for Coastal Residents, Business and Resource Managers, Engineers, and Builders Orson P. Smith Mikal K. Hendee Responses to Coastal Erosio in Alaska in a Changing Climate A Guide for Coastal Residents, Business and Resource Managers, Engineers, and Builders Orson P. Smith Mikal K. Hendee Alaska Sea Grant College Program University of Alaska Fairbanks SG-ED-75 Elmer E. Rasmuson Library Cataloging in Publication Data: Smith, Orson P. Responses to coastal erosion in Alaska in a changing climate : a guide for coastal residents, business and resource managers, engineers, and builders / Orson P. Smith ; Mikal K. Hendee. – Fairbanks, Alaska : Alaska Sea Grant College Program, University of Alaska Fairbanks, 2011. p.: ill., maps ; cm. - (Alaska Sea Grant College Program, University of Alaska Fairbanks ; SG-ED-75) Includes bibliographical references and index. 1. Coast changes—Alaska—Guidebooks. 2. Shore protection—Alaska—Guidebooks. 3. Beach erosion—Alaska—Guidebooks. 4. Coastal engineering—Alaska—Guidebooks. I. Title. II. Hendee, Mikal K. III. Series: Alaska Sea Grant College Program, University of Alaska Fairbanks; SG-ED-75. TC330.S65 2011 ISBN 978-1-56612-165-1 doi:10.4027/rceacc.2011 © Alaska Sea Grant College Program, University of Alaska Fairbanks. All rights reserved. Credits This book, SG-ED-75, is published by the Alaska Sea Grant College Program, supported by the U.S. Department of Commerce, NOAA National Sea Grant Office, grant NA10OAR4170097, projects A/75-02 and A/161-02; and by the University of Alaska Fairbanks with state funds. Sea Grant is a unique partnership with public and private sectors combining research, education, and technology transfer for the public. -
Formulation of Territorial Action Plans for Coastal Protection and Management
this project is co-funded by the European Regional Development Fund Eu project COASTANCE FINAL REPORT phase C Component 4 Territorial Action Plans for coastal protection and management Formulation of territorial Action Plans for coastal protection and management 96 95 94 93 PARTNERSHIP Region of Eastern Macedonia & Thrace (GR) - Lead Partner Regione Lazio (IT) Region of Crete (GR) Département de l’Hérault (FR) Regione Emlia-Romagna (IT) Junta de Andalucia (ES) The Ministry of Communications & Works of Cyprus (CY) Dubrovnik Neretva County Regional Development Agency (HR) a publication edit by Direzione Generale Ambiente e Difesa del Suolo e della Costa Servizio Difesa del Suolo, della Costa e Bonifica responsibles Roberto Montanari, Christian Marasmi - Servizio Difesa del Suolo, della Costa e Bonifica editor and graphic Christian Marasmi authors Roberto Montanari, Christian Marasmi - Regione Emilia-Romagna, Servizio Difesa del Suolo, della Costa e Bonifica Mentino Preti, Margherita Aguzzi, Nunzio De Nigris, Maurizio Morelli - ARPA Emilia-Romagna, Unità Specialistica Mare e Costa Maurizio Farina - Servizio Tecnico Bacino Po di Volano e della Costa Michael Aftias, Eleni Chouli - Ydronomi, Consulting Engineers Philippe Carbonnel, Alexandre Richard - Département de l’Hérault INDEX Background and strategic framework 2 The COASTANCE project 6 Component 4 strategy framework 8 Component 4 results: coastal and sediment management plans 10 Relevance of project’s outputs and results in the EU policy framework and perspectives 10 Limits and difficulties -
Coastal and Ocean Engineering
May 18, 2020 Coastal and Ocean Engineering John Fenton Institute of Hydraulic Engineering and Water Resources Management Vienna University of Technology, Karlsplatz 13/222, 1040 Vienna, Austria URL: http://johndfenton.com/ URL: mailto:[email protected] Abstract This course introduces maritime engineering, encompassing coastal and ocean engineering. It con- centrates on providing an understanding of the many processes at work when the tides, storms and waves interact with the natural and human environments. The course will be a mixture of descrip- tion and theory – it is hoped that by understanding the theory that the practicewillbemadeallthe easier. There is nothing quite so practical as a good theory. Table of Contents References ....................... 2 1. Introduction ..................... 6 1.1 Physical properties of seawater ............. 6 2. Introduction to Oceanography ............... 7 2.1 Ocean currents .................. 7 2.2 El Niño, La Niña, and the Southern Oscillation ........10 2.3 Indian Ocean Dipole ................12 2.4 Continental shelf flow ................13 3. Tides .......................15 3.1 Introduction ...................15 3.2 Tide generating forces and equilibrium theory ........15 3.3 Dynamic model of tides ...............17 3.4 Harmonic analysis and prediction of tides ..........19 4. Surface gravity waves ..................21 4.1 The equations of fluid mechanics ............21 4.2 Boundary conditions ................28 4.3 The general problem of wave motion ...........29 4.4 Linear wave theory .................30 4.5 Shoaling, refraction and breaking ............44 4.6 Diffraction ...................50 4.7 Nonlinear wave theories ...............51 1 Coastal and Ocean Engineering John Fenton 5. The calculation of forces on ocean structures ...........54 5.1 Structural element much smaller than wavelength – drag and inertia forces .....................54 5.2 Structural element comparable with wavelength – diffraction forces ..56 6. -
1 Single-Layer Breakwater Armouring: Feedback on The
SINGLE-LAYER BREAKWATER ARMOURING: FEEDBACK ON THE ACCROPODE™ TECHNOLOGY FROM SITE EXPERIENCE GIRAUDEL Cyril1, GARCIA Nicolas2, LEDOUX Sébastien3 The single-layer technique appeared at the beginning of the 1980s, with the ACCROPODE™ unit, and is thus entering its third decade. At the time, this solution was a real innovation, reducing the amount of concrete and steepening armour facing slopes, hence reducing the volume of materials required. After three decades in use and more than 200 projects to date, it was important to summarize the lessons learned during this period and to inspect (above and below water) some of these structures in order to assess their behaviour and particularly to confirm the validity of the unit placing rules. In addition to the aspects related to armour stability, the focus has been given to the colonization by marine life of the structures, including the bedding layers, toe berms, underlayer, armour units. The purpose of this paper is to share the experience gained throughout the inspections undertaken since 2010 on structures built more than 10 years ago. A large panel of structures has been inspected, of different ages and at various locations worldwide. Keywords: rubble-mound breakwater; single-layer armouring; ACCROPODE™ units; biodiversity INTRODUCTION The ACCROPODE™ armour unit, well known today, is a plain concrete unit designed to protect the breakwaters, in aiming to reducing considerably the use of material while implementing steeper slopes and a single layer of concrete units (Figure 1). Invented in 1981 thanks to the bases and knowledge acquired with the Tetrapod invented by the same engineering company in 1953, the technology is still currently used and more than 200 applications have been built worldwide. -
Chesapeake Bay Cliff Erosion in Calvert County- and to Make Recommendations to the Board of County Commissioners on Issues Relating to Cliff Stabilization
DEPARTMENT OF COMMUNITY PLANNING AND BUILDING INTEROFFICE MEMORANDUM TO: Board of County Commissioners VIA: Terry Shannon, County Admini VIA: Thomas Barnett, Director / FROM: Dave Brownlee, Principal Environmental Pla ner DATE: May 7, 2014 SUBJECT: Final Report of the Cliff Stabilization Advisory Committee Background: The Cliff Stabilization Advisory Committee was established by the Board of County Commissioners in November 2010. Virginia (Ginger) Haskell, PhD was appointed chairperson. The Committee was charged with responding to the State Steering Committee Report, "Chesapeake Bay Cliff Erosion in Calvert County- and to make recommendations to the Board of County Commissioners on issues relating to cliff stabilization. The Committee is made up of residents representing Chesapeake Bay shoreline communities. Discussion: The Committee held monthly public meetings between January 2011 and June 2013. In an effort to educate the Committee and the community, the Committee invited geologists, biologists, engineers, academics and government officials to give presentations at 9 of their meetings. The Committee's final report (attached) has 17 recommendations and includes the response to the State Steering Committee Report (Appendix E). The Committee continued to meet between June 2013 and April 2014 to complete the report. Dr. Haskell will present the report to the Board of County Commissioners on May 13, 2014 (see attached PowerPoint). A list of the Committee members is given on pages 15-16 of the Final Report and on the last slide of the PowerPoint. Conclusion/Recommendation: Recommend that the BOCC review the Final Report and submit the Final Report to Department Heads to get feedback on implementation of the recommendations within the report. -
Stability Design of Coastal Structures (Seadikes, Revetments, Breakwaters and Groins)
Note: Stability of coastal structures Date: August 2016 www.leovanrijn-sediment.com STABILITY DESIGN OF COASTAL STRUCTURES (SEADIKES, REVETMENTS, BREAKWATERS AND GROINS) by Leo C. van Rijn, www.leovanrijn-sediment.com, The Netherlands August 2016 1. INTRODUCTION 2. HYDRODYNAMIC BOUNDARY CONDITIONS AND PROCESSES 2.1 Basic boundary conditions 2.2 Wave height parameters 2.2.1 Definitions 2.2.2 Wave models 2.2.3 Design of wave conditions 2.2.4 Example wave computation 2.3 Tides, storm surges and sea level rise 2.3.1 Tides 2.3.2 Storm surges 2.3.3 River floods 2.3.4 Sea level rise 2.4 Wave reflection 2.5 Wave runup 2.5.1 General formulae 2.5.2 Effect of rough slopes 2.5.3 Effect of composite slopes and berms 2.5.4 Effect of oblique wave attack 2.6 Wave overtopping 2.6.1 General formulae 2.6.2 Effect of rough slopes 2.6.3 Effect of composite slopes and berms 2.6.4 Effect of oblique wave attack 2.6.5 Effect of crest width 2.6.6 Example case 2.7 Wave transmission 1 Note: Stability of coastal structures Date: August 2016 www.leovanrijn-sediment.com 3 STABILITY EQUATIONS FOR ROCK AND CONCRETE ARMOUR UNITS 3.1 Introduction 3.2 Critical shear-stress method 3.2.1 Slope effects 3.2.2 Stability equations for stones on mild and steep slopes 3.3 Critical wave height method 3.3.1 Stability equations; definitions 3.3.2 Stability equations for high-crested conventional breakwaters 3.3.3 Stability equations for high-crested berm breakwaters 3.3.4 Stability equations for low-crested, emerged breakwaters and groins 3.3.5 Stability equations for submerged breakwaters -
Coastal Management Software to Support the Decision-Makers to Mitigate Coastal Erosion
Journal of Marine Science and Engineering Article Coastal Management Software to Support the Decision-Makers to Mitigate Coastal Erosion Carlos Coelho * , Pedro Narra, Bárbara Marinho and Márcia Lima RISCO & Civil Engineering Department, Aveiro University, Campus Universitário de Santiago, 3810-193 Aveiro, Portugal; [email protected] (P.N.); [email protected] (B.M.); [email protected] (M.L.) * Correspondence: [email protected] Received: 4 December 2019; Accepted: 8 January 2020; Published: 11 January 2020 Abstract: There are no sequential and integrated approaches that include the steps needed to perform an adequate management and planning of the coastal zones to mitigate coastal erosion problems and climate change effects. Important numerical model packs are available for users, but often looking deeply to the physical processes, demanding big computational efforts and focusing on specific problems. Thus, it is important to provide adequate tools to the decision-makers, which can be easily interpreted by populations, promoting discussions of optimal intervention scenarios in medium to long-term horizons. COMASO (coastal management software) intends to fill this gap, presenting a group of tools that can be applied in standalone mode, or in a sequential order. The first tool should map the coastal erosion vulnerability and risk, also including the climate change effects, defining a hierarchy of priorities where coastal defense interventions should be performed, or limiting/constraining some land uses or activities. In the locations identified as priorities, a more detailed analysis should consider the application of shoreline and cross-shore evolution models (second tool), allowing discussing intervention scenarios, in medium to long-term horizons. After the defined scenarios, the design of the intervention should be discussed, both in case of being a hard coastal structure or an artificial nourishment (third type of tools). -
North Sheppey Erosion Study Volume 1: Coastal
NORTH SHEPPEY EROSION STUDY VOLUME 1: COASTAL ADAPTATION STUDY Client: Consultant: Swale Borough Council Engineering Services Swale House, Canterbury City Council East Street, Military Road Sittingbourne, Canterbury, ME10 3HT CT1 1YW OCTOBER 2011 Canterbury City Council Engineering Services 0 LIST OF CONTENTS Page VOLUME 1: COASTAL ADAPTATION STUDY Executive Summary 3 1. Background 4 2. Description of site 6 3. Higher level plans 25 4. Historical and Coastal Evolution 31 5. Geology and Morphology 34 6. Aerial photography 36 7. Lidar Airborne laser scanning 37 8. Historic Ordnance Survey Records 39 9. Parameters 40 10. Management of Coastal Erosion Options 50 11. Do Nothing Scenario 62 12. Economic Appraisal 65 13. Environmental Assessment 67 14. Monitoring and Public Warning 69 15. Consultation 71 16. Recommendations and Implementation 72 References 75 List of Photographs Photo 1- The Leas looking west 7 Photo 2- East End of Minster 11 Photo 3- Minster cliffs and sea defences looking west 14 Photo 4- Fly tipping near Royal Oak Point, cliffs highly vegetated. 15 Photo 5- View from Redcot Caravan Park looking across to Lazy Days park 16 Photo 6- Redcot caravan park 16 Photo 7- Looking West from Ashcroft caravan park 17 Photo 8- Barrows Brook 18 Photo 9- Recent mud run at Ashcroft caravan park 19 Photo 10-Warden Point west of Warden Springs 20 Photo 11- Looking east towards Warden Point 20 Photo 12- Rock armour at Warden Bay revetment looking west 23 Photo 13- Rear scarp of recent slide Cliff Drive, Warden Bay 23 Photo 14- Land slide at Warden Point November 1971 43 Photo 15- Cliff warning sign 70 List of Tables 35 Table 1- Geological Details Table 2- Average Future Erosion for England and Wales 41 Table 3- Historic and predicted future erosion rates 42 Table 4- Recorded land slide history 44 Table 5- Relative sea level rise from UKCP09 47 Table 6- Recommended contingency allowances for net sea level rise PPS25 48 Table 7- Property adaptation, financial options 61 Table 8- Summary of impacts resulting from a do nothing scenario. -
Chesapeake Bay Cliff Erosion in Calvert County Draft Steering Committee Report
Chesapeake Bay Cliff Erosion in Calvert County Draft Steering Committee Report Calvert County Maryland Department of Natural Resources Maryland Department of the Environment United States Army Corps of Engineers United States Fish and Wildlife Service Maryland Emergency Management Agency October 26, 2010 TABLE OF CONTENTS I. INTRODUCTION 4 II. THE STEERING COMMITTEE 5 III. OVERVIEW 5 A. The Cliffs in Calvert County 5 1. Homes on the Cliffs 2. Soil Erosion 3. Calvert County Zoning – Building Restrictions 4. Efforts to Address Soil Erosion B. Considerations 8 1. Geology 2. Engineering 3. The Puritan Tiger Beetle III. SHORTTERM POTENTIAL SOLUTIONS 10 A. Site Characterization 10 1. Soil Composition 2. Shoreline Structures 3. Degree of Slope 4. Soil Erosion at the Bank 5. Vegetative Cover 6. Puritan Tiger Beetle Habitat 7. Other Data 8. Characterization B. Assessment of Properties at Highest Potential Immediate Risk 13 1. Ryan and Associates 2. International Residential Code 3. Site‐Specific Analysis C. Potential ShortTerm Solutions 14 1. MEMA/FEMA Funding 2. The County MEMA/FEMA Application 2 3. Implementation IV. MEDIUMTERM POTENTIAL SOLUTIONS 17 A. Engineering 17 1. Cliff Stabilization 2. Shoreline Stabilization. B. Impacts on the Puritan Tiger Beetle 18 1. The Regulatory Framework 2. Population Viability Analysis 3. Minimization and Mitigation 4. FWS and DNR Assistance V. LONGTERM POTENTIAL SOLUTIONS 19 VI. CONCLUSION 20 VII. REFERENCES 20 3 I. INTRODUCTION Following a February 20, 2010 Town Hall meeting in Calvert County, state, federal and county agencies formed a Steering Committee to study and develop recommendations to address the impact of shoreline erosion on houses located near the eroding cliffs in Calvert County. -
Chapter 3 Contents
3 Materials 1 2 3 4 5 6 7 8 9 10 CIRIA C683 63 3 Materials CHAPTER 3 CONTENTS 3.1 Introduction. 71 3.1.1 Materials considerations for concept stage. 72 3.1.1.1 Scale of project . 72 3.1.1.2 Planning and timescales . 73 3.1.1.3 Top sizes of armour . 73 3.1.1.4 Rock source and procurement options . 73 3.1.1.5 Holistic considerations . 74 3.1.1.6 Cost of project. 76 3.1.1.7 Towards preliminary design. 76 3.1.2 Important design functions and properties of materials. 79 3.1.2.1 Functions of materials in the structure . 79 3.1.2.2 Material properties . 81 3.1.3 Durability considerations . 82 3.1.3.1 Mitigation strategies for low-durability scenarios of rock armour . 83 3.1.3.2 Durability considerations for material other than armourstone. 83 3.1.4 Standards for armourstone. 84 3.2 Quarried rock – overview of properties and functions. 86 3.2.1 Introduction to quarried rock . 86 3.2.2 Introduction to engineering geology . 86 3.2.3 Quarry evaluation principles . 91 3.2.4 Properties and functions – general. 94 3.3 Quarried rock – intrinsic properties . 95 3.3.1 Aesthetic properties of armourstone . 95 3.3.2 Petrographic properties . 95 3.3.3 Mass density, porosity and water absorption . 95 3.3.3.1 Phase relations . 95 3.3.3.2 Density definitions . 96 3.3.3.3 Degree of saturation in stability calculations . 97 3.3.3.4 Density variation in a quarry . -
Riprap Slope Protection Phase 4 (Final)
Design Standards No. 13 Embankment Dams Chapter 7: Riprap Slope Protection Phase 4 (Final) U.S. Department of the Interior Bureau of Reclamation May 2014 Mission Statements The U.S. Department of the Interior protects America’s natural resources and heritage, honors our cultures and tribal communities, and supplies the energy to power our future. The mission of the Bureau of Reclamation is to manage, develop, and protect water and related resources in an environmentally and economically sound manner in the interest of the American public. Design Standards Signature Sheet Design Standards No. 13 Embankment Dams DS-13(7)-2.1: Phase 4 (Final) May 2014 Chapter 7: Riprap Slope Protection Revision Number OS-13(7)-2.1 Summary of revisions: In the rollout presentation of the Riprap Design Standard, Chapter 7, Bobby Rinehart of the labs commented that ASTM standards are now being used as much, or more than, USBR laboratory testing procedures. Therefore, the ASTM test procedure numbers should be included in the Design Standard. The ASTM Standard Test Numbers will be added to the Riprap Quality Tests along with the currently cited only with USBR designations test numbers. These are in section 7.2.5, pages 10 and 11, and will be rewritten as follows: o Specific gravity (ASTM C127, USBR 4127) o Absorption (ASTM C127, USBR 4127) o Sodium sulfate soundness (ASTM C88, ASTM D5240, USBR 4088) o Los Angeles abrasion (ASTM C131, ASTM C535, USBR 4131) o Freeze-thaw durability (ASTM D5312, USBR 4666) Prepared by: Robert L. Dewey, P. Date Technical Specialist, Geotechnical Engineering Group 3, 86-68313 Peer Review: Jack Gagliardi, P.E.