Hypothesis: the Coastal Management Techniques Along the Cleveleys
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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. -
1 the Influence of Groyne Fields and Other Hard Defences on the Shoreline Configuration
1 The Influence of Groyne Fields and Other Hard Defences on the Shoreline Configuration 2 of Soft Cliff Coastlines 3 4 Sally Brown1*, Max Barton1, Robert J Nicholls1 5 6 1. Faculty of Engineering and the Environment, University of Southampton, 7 University Road, Highfield, Southampton, UK. S017 1BJ. 8 9 * Sally Brown ([email protected], Telephone: +44(0)2380 594796). 10 11 Abstract: Building defences, such as groynes, on eroding soft cliff coastlines alters the 12 sediment budget, changing the shoreline configuration adjacent to defences. On the 13 down-drift side, the coastline is set-back. This is often believed to be caused by increased 14 erosion via the ‘terminal groyne effect’, resulting in rapid land loss. This paper examines 15 whether the terminal groyne effect always occurs down-drift post defence construction 16 (i.e. whether or not the retreat rate increases down-drift) through case study analysis. 17 18 Nine cases were analysed at Holderness and Christchurch Bay, England. Seven out of 19 nine sites experienced an increase in down-drift retreat rates. For the two remaining sites, 20 retreat rates remained constant after construction, probably as a sediment deficit already 21 existed prior to construction or as sediment movement was restricted further down-drift. 22 For these two sites, a set-back still evolved, leading to the erroneous perception that a 23 terminal groyne effect had developed. Additionally, seven of the nine sites developed a 24 set back up-drift of the initial groyne, leading to the defended sections of coast acting as 1 25 a hard headland, inhabiting long-shore drift. -
Integrated Coastal Management Act: National Estuarine Management
26 No.35296 GOVERNMENT GAZETTE, 4 MAY 2012 DEPARTMENT OF ENVIRONMENTAL AFFAIRS No. 336 4 May 2012 NATIONAL ENVIRONMENTAL MANAGEMENT INTEGRA TED COASTAL MANAGEMENT ACT, 2008 (ACT NO. 24 OF 2008) INVITATION TO COMMENT ON THE DRAFT NATIONAL ESTUARINE MANAGEMENT PROTOCOL I, Bomo Edith Edna Molewa, the Minister of Water and Environmental Affairs, hereby in terms of section 33 (2) read with section 53 of the Integrated Coastal Management Act, 2008 (Act No. 24 of 2008) publish for comment the draft National Estuarine Management Protocol. Interested persons and organizations are invited to submit written commen~ on the draft National Estuarine Management Protocol as follows: Written comments may be submitted to the Department by no later than 16h00 on 04 June 2012, by mail, hand, e-mail or telefax transmission. Please note that comments received after the closing date may not be considered. 1.1.1 By mail 1.1.2 By hand 1.1.3 By E-mail Subject: Draft National Subject: Draft National Estuarine Subject: Draft NatiQ!]al Eswarine Estuarine Management Protocol Management Protocol Management Protocol The Deputy Director -General The Deputy Director-General; [email protected] .za Department of Environmental Department of Environmental Affairs: Telephonic enquiries Affairs: Oceans & Coasts; P.O Oceans & Coasts; East Pier 2; East Pier Mr Ayanda Matoti: +27 21 819 2476 Box 52126; V& A Waterfront, Road; V&A Waterfront CAPE TOWN, 8002 CAPETOWN The draft protocol is also available for download from the Departmenfs webs"e, www.environment.gov.za BOMO EDITH EDNA MOLEWA MINISTER OF WATER AND ENVIRONMENTAL AFFAIRS STAATSKOERANT, 4 MEl 2012 No. -
New York State Artificial Reef Plan and Generic Environmental Impact
TABLE OF CONTENTS EXECUTIVE SUMMARY ...................... vi 1. INTRODUCTION .......................1 2. MANAGEMENT ENVIRONMENT ..................4 2.1. HISTORICAL PERSPECTIVE. ..............4 2.2. LOCATION. .....................7 2.3. NATURAL RESOURCES. .................7 2.3.1 Physical Characteristics. ..........7 2.3.2 Living Resources. ............. 11 2.4. HUMAN RESOURCES. ................. 14 2.4.1 Fisheries. ................. 14 2.4.2 Archaeological Resources. ......... 17 2.4.3 Sand and Gravel Mining. .......... 18 2.4.4 Marine Disposal of Waste. ......... 18 2.4.5 Navigation. ................ 18 2.5. ARTIFICIAL REEF RESOURCES. ............ 20 3. GOALS AND OBJECTIVES .................. 26 3.1 GOALS ....................... 26 3.2 OBJECTIVES .................... 26 4. POLICY ......................... 28 4.1 PROGRAM ADMINISTRATION .............. 28 4.1.1 Permits. .................. 29 4.1.2 Materials Donations and Acquisitions. ... 31 4.1.3 Citizen Participation. ........... 33 4.1.4 Liability. ................. 35 4.1.5 Intra/Interagency Coordination. ...... 36 4.1.6 Program Costs and Funding. ......... 38 4.1.7 Research. ................. 40 4.2 DEVELOPMENT GUIDELINES .............. 44 4.2.1 Siting. .................. 44 4.2.2 Materials. ................. 55 4.2.3 Design. .................. 63 4.3 MANAGEMENT .................... 70 4.3.1 Monitoring. ................ 70 4.3.2 Maintenance. ................ 72 4.3.3 Reefs in the Exclusive Economic Zone. ... 74 4.3.4 Special Management Concerns. ........ 76 4.3.41 Estuarine reefs. ........... 76 4.3.42 Mitigation. ............. 77 4.3.43 Fish aggregating devices. ...... 80 i 4.3.44 User group conflicts. ........ 82 4.3.45 Illegal and destructive practices. .. 85 4.4 PLAN REVIEW .................... 88 5. ACTIONS ........................ 89 5.1 ADMINISTRATION .................. 89 5.2 RESEARCH ..................... 89 5.3 DEVELOPMENT .................... 91 5.4 MANAGEMENT .................... 96 6. ENVIRONMENTAL IMPACTS ................. 97 6.1 ECOSYSTEM IMPACTS. -
Guidance for Flood Risk Analysis and Mapping
Guidance for Flood Risk Analysis and Mapping Coastal Notations, Acronyms, and Glossary of Terms May 2016 Requirements for the Federal Emergency Management Agency (FEMA) Risk Mapping, Assessment, and Planning (Risk MAP) Program are specified separately by statute, regulation, or FEMA policy (primarily the Standards for Flood Risk Analysis and Mapping). This document provides guidance to support the requirements and recommends approaches for effective and efficient implementation. Alternate approaches that comply with all requirements are acceptable. For more information, please visit the FEMA Guidelines and Standards for Flood Risk Analysis and Mapping webpage (www.fema.gov/guidelines-and-standards-flood-risk-analysis-and- mapping). Copies of the Standards for Flood Risk Analysis and Mapping policy, related guidance, technical references, and other information about the guidelines and standards development process are all available here. You can also search directly by document title at www.fema.gov/library. Coastal Notation, Acronyms, and Glossary of Terms May 2016 Guidance Document 66 Page i Document History Affected Section or Date Description Subsection Initial version of new transformed guidance. The content was derived from the Guidelines and Specifications for Flood Hazard Mapping Partners, Procedure Memoranda, First Publication May 2016 and/or Operating Guidance documents. It has been reorganized and is being published separately from the standards. Coastal Notation, Acronyms, and Glossary of Terms May 2016 Guidance Document 66 -
Mathematical Model of Groynes on Shingle Beaches
HR Wallingford Mathematical Model of Groynes on Shingle Beaches A H Brampton BSc PhD D G Goldberg BA Report SR 276 November 1991 Address:Hydraulics Research Ltd, wallingford,oxfordshire oxl0 gBA,United Kingdom. Telephone:0491 35381 Intemarional + 44 49135381 relex: g4gsszHRSwALG. Facstunile:049132233Intemarional + M 49132233 Registeredin EngtandNo. 1622174 This report describes an investigation carried out by HR Wallingford under contract CSA 1437, 'rMathematical- Model of Groynes on Shingle Beaches", funded by the Ministry of Agri-culture, Fisheries and Food. The departmental nominated. officer for this contract was Mr A J Allison. The company's nominated. project officer was Dr S W Huntington. This report is published on behalf of the Ministry of Agriculture, Fisheries and Food, but the opinions e>rpressed are not necessarily those of the Ministry. @ Crown Copyright 1991 Published by permission of the Controller of Her Majesty's Stationery Office Mathematical model of groSmes on shingle beaches A H Brampton BSc PhD D G Goldberg BA Report SR 276 November 1991 ABSTRACT This report describes the development of a mathematical model of a shingle beach with gro5mes. The development of the beach plan shape is calculated given infornation on its initial position and information on wave conditions just offshore. Different groyne profiles and spacings can be specified, so that alternative gro5me systems can be investigated. Ttre model includes a method for dealing with varying water levels as the result of tidal rise and fall. CONTENTS Page 1. INTRODUCTION I 2. SCOPEOF THE UODEL 3 2.t Model resolution and input conditions 3 2.2 Sediment transport mechanisms 6 2.3 Vertical distribution of sediment transport q 2.4 Wave transformation modelling L0 3. -
Coastal Engineers Are Key Players WHERE C an I Coastal in the Environmental Rehabilitation and GET FURTHER Sustainable Management of Our Coast
Most Australians live close to the coast HoW Do i and our beaches are a significant national BeCoMe A asset. Coastal Engineers are key players WHERE C An i CoAstAl in the environmental rehabilitation and GET FURTHER sustainable management of our coast. ENGINEER? INFORMAt ion? Most Coastal Engineers become Your first step should be to visit specialists in the field after the web site of Engineers Australia. graduating from universities with There you will be able to get A C Areer in a degree in civil or environmental information on a whole range of engineering. This is a 4 year full questions you might have about time course offered by most engineering or engineering courses. CoAstAl major universities in Australia. To If you would like to talk to a qualify as a specialist in coastal Coastal Engineer, contact by mail, engineering requires further post phone, fax or email the Secretary engineering graduate study. This normally of the National Committee on takes the form of formal course Coastal and Ocean Engineering in work programs that require 1 A beach profile being surveyed as Canberra. You will be referred to year of full time study or 2 to part of the COPE field experiment the committee member closest to 3 years of part time study. A at Burleigh, Gold Coast. where you live. The address is: second option is to undertake The National Committee a full time post graduate What employment on Coastal and Ocean Engineering research degree, normally opportunities are Engineers Australia requiring between 2 and 3 years there ? 11 National Circuit to complete. -
Shoreline Stabilisation
Section 5 SHORELINE STABILISATION 5.1 Overview of Options Options for handling beach erosion along the western segment of Shelley Beach include: • Do Nothing – which implies letting nature take its course; • Beach Nourishment – place or pump sand on the beach to restore a beach; • Wave Dissipating Seawall – construct a wave dissipating seawall in front of or in lieu of the vertical wall so that wave energy is absorbed and complete protection is provided to the boatsheds and bathing boxes behind the wall for a 50 year planning period; • Groyne – construct a groyne, somewhere to the east of Campbells Road to prevent sand from the western part of Shelley Beach being lost to the eastern part of Shelley Beach; • Offshore Breakwater – construct a breakwater parallel to the shoreline and seaward of the existing jetties to dissipate wave energy before it reaches the beach; and • Combinations of the above. 5.2 Do Nothing There is no reason to believe that the erosion process that has occurred over at least the last 50 years, at the western end of Shelley Beach, will diminish. If the water depth over the nearshore bank has deepened, as it appears visually from aerial photographs, the wave heights and erosive forces may in fact increase. Therefore “Do Nothing” implies that erosion will continue, more structures will be threatened and ultimately damaged, and the timber vertical wall become undermined and fail, exposing the structures behind the wall to wave forces. The cliffs behind the wall will be subjected to wave forces and will be undermined if they are not founded on solid rock. -
City of Dania Beach Chapter 5 Coastal Management Element
City of Dania Beach Chapter 5 Coastal Management Element 9J-5.012 Revised February 2009 COASTAL MANAGEMENT ELEMENT TABLE OF CONTENTS I. INTRODUCTION 1 II. DATA AND ANALYSIS REQUIREMENTS 1 A. Coastal Zone Inventory 2 B. Estuarine conditions 4 C. Natural Disaster Planning 6 III. REQUIREMENTS FOR COASTAL MANAGEMENT 10 GOALS, OBJECTIVES AND POLICIES TABLES I. Coastal Zone – Existing Land Use 1997 16 II. Coastal Zone – Vacant Land Use 1997 17 i Coastal Management Element City of Dania Beach I. INTRODUCTION The purpose of the Coastal Management Element is to provide a plan for the protection of human life and coastal resources and to limit public expenditures in areas that are subject to natural disaster. II. DATA AND ANALYSIS REQUIREMENTS The coastal zone within the City of Dania Beach (see Natural Resources Map) is considered to be that area east of U.S.1 area consisting of approximately 1,300 acres. This includes the small portion of the City on the beach approximately two (2) miles from the main portion of the City. The high hazard area is located east of Southeast 5th Avenue and includes Dania Beach. A. Coastal Zone Inventory Table I identifies the existing land uses within the coastal zone utilizing the same land use hierarchy identified in the Land Use Data Section of the Land Use Element. As noted, the land uses occurring within the coastal zone provide for a mix of uses including various intensities of residential, commercial, industrial, park and recreational, and community facilities types. In addition, approximately 136 acres are vacant. Table II identifies the vacant land within the coastal high hazard zone by future land use type utilizing the same hierarchy identified in the Future Land Use Element. -
Overview of Connecticut's Coastal Management Program
Overview of Connecticut’s Coastal Management Program Coastal Management in Connecticut - What is it all about? We all need Connecticut's coast for all of the services it provides for recreation, tourism, commercial activities, and enjoyment of its resources, all of which benefit the state economically. We all use our coast in one way or another, so we all have to work together to ensure it remains available for future generations. That is where coastal management comes in to guide activities taking place where the land meets the sea. In the case of Connecticut, our emphasis is on balancing protection of the fragile coastal resources of the Long Island Sound ecosystem with sustainable economic uses of the shoreline. Coastal management in Connecticut is a comprehensive, cooperative program that functions at all levels of government. Connecticut's Coastal Management Program is administered by the Department of Energy and Environmental Protection (DEEP) and is approved by the National Oceanic and Atmospheric Administration (NOAA) under the federal Coastal Zone Management Act. Under the statutory umbrella of Connecticut’s Coastal Management Act (CCMA), enacted in 1980, the Coastal Management Program ensures balanced growth along the coast, restores coastal habitat, improves public access, protects water-dependent uses, public trust waters and submerged lands, and promotes harbor management and facilitates research. The Coastal Management Program also regulates work in tidal, coastal, and navigable waters and tidal wetlands under CCMA (Sections 22a-90 – 22a-112 of the Connecticut General Statutes (CGS)), the Structures Dredging and Fill statutes (CGS Sections 22a-359 – 22a-363f) and the Tidal Wetlands Act (CGS Sections 22a-28 – 22a-35). -
Tourism in This Regional and of Cultures, Knowledge and Inter- East Africa Integrated Initia- Ests, Provided Personal and Pro- Tive
INTERNATIONAL NEWSLETTER OF COASTAL MANAGEMENT Narragansett, Rhode Island, U.S.A. • #31 • Spring, 1998 Protecting the Maya Reef Intercoast Through Multi-National Survey Results Cooperation Show Diverse manage their coastal resources region- Readership By Juan Bezaury and ally. The overall goal is to take advan- Jennifer McCann tage of growing opportunities for sus- ore than 200 people tainable development, through the Mworldwide responded n Earth Day, June 5, 1997, rational use and conservation of reef to Intercoast‘srecent readership Oheads of state from Belize, resources. Involvement and support by survey, and the results reveal Honduras, Guatemala and Mexico, coastal communities, private compa- a truly global audience with Highlights united in Tulum, Mexico to show their nies, national and international non- diverse areas of interests in commitment towards the protection profit organizations and government coastal resource management. 3 officials is crucial Readers from more than 50 Managing to the success of countries, representing an array Tourism in this regional and of cultures, knowledge and inter- East Africa integrated initia- ests, provided personal and pro- tive. Some of the fessional profile information, 4 objectives include fields of interests, and sugges- South Africa the establishment tions to improve the look and Launches of protected usefulness of Intercoast. Coastal areas; strengthen- Although the majority of those Program ing regulations; who responded hold a Ph. D., ecotourism plan- Intercoastappealed to many who 8 ning; securing did not. Readers are employed as international environmental consultants, uni- Resource Fisher in Quintana Roo, Mexico. Conservation funding; and encouraging coastal man- versity professors and lecturers, in Malaysia and wise use of their shared coastal agement to address the need for the government employees, research habitats, especially the coral reef, sustainable use and conservation of this scientists and employees of non- 16 by signing onto the Mesoamerican area. -
Environmentally Friendly Coastal Protection the ECOPRO Project Abstract
Environmentally Friendly Coastal Protection The ECOPRO Project Brendan Dollard1 Abstract In the battle to preserve land against the ravages of the sea man has created many inappropriate protection structures on the coast. Often the coastline which is being protected is, inherently, in dis-equilibrium with nature. When combined with the increased recreational usage of the coastal zone, the rise in sea level and the increased incidence of storms, accelerated erosion rates are often the result. The Environmentally Friendly Coastal Protection project, or ECOPRO for short, developed a coastal erosion assessment method for the non-specialist. It devised a system for optimising erosion monitoring and developed a guide to select of an appropriate coastal protection response. The project results are contained in the ECOPRO Code of Practice. This 320-page guide explains the steps involved in assessing and monitoring coastal erosion problems, planning protective actions and evaluating their environmental impact. Prepared by the Offshore & Coastal Engineering Unit of Enterprise Ireland, it is the result of four years of work which was supported under the EU LIFE Programme and drew on expertise from Ireland, Northern Ireland and Denmark. This paper presents details of the project and the development of the Code. 1. Introduction In recent years it has become accepted that the coastline is a valuable natural resource which needs careful and sensitive management. This is especially so in the case of small island countries where the coastal zone has a direct and major influence on the economic welfare of the country. Coastal erosion has always been seen as one of the main threats to this resource and for centuries man has been fighting what was perceived as the ravages of the sea.