Beach Nourishment Studies
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A Field Experiment on a Nourished Beach
CHAPTER 157 A Field Experiment on a Nourished Beach A.J. Fernandez* G. Gomez Pina * G. Cuena* J.L. Ramirez* Abstract The performance of a beach nourishment at" Playa de Castilla" (Huel- va, Spain) is evaluated by means of accurate beach profile surveys, vi- sual breaking wave information, buoy-measured wave data and sediment samples. The shoreline recession at the nourished beach due to "profile equilibration" and "spreading out" losses is discussed. The modified equi- librium profile curve proposed by Larson (1991) is shown to accurately describe the profiles with a grain size varying across-shore. The "spread- ing out" losses measured at " Playa de Castilla" are found to be less than predicted by spreading out formulations. The utilization of borrowed material substantially coarser than the native material is suggested as an explanation. 1 INTRODUCTION Fernandez et al. (1990) presented a case study of a sand bypass project at "Playa de Castilla" (Huelva, Spain) and the corresponding monitoring project, that was going to be undertaken. The Beach Nourishment Monitoring Project at the "Playa de Castilla" was begun over two years ago. The project is being *Direcci6n General de Costas. M.O.P.T, Madrid (Spain) 2043 2044 COASTAL ENGINEERING 1992 carried out to evaluate the performance of a beach fill and to establish effective strategies of coastal management and represents one of the most comprehensive monitoring projects that has been undertaken in Spain. This paper summa- rizes and discusses the data set for wave climate, beach profiles and sediment samples. 2 STUDY SITE & MONITORING PROGRAM Playa de Castilla, Fig. 1, is a sandy beach located on the South-West coast of Spain between the Guadiana and Gualdalquivir rivers. -
Littoral Cells, Sand Budgets, and Beaches: Understanding California S
LITTORAL CELLS, SAND BUDGETS, AND BEACHES: UNDERSTANDING CALIFORNIA’ S SHORELINE KIKI PATSCH GARY GRIGGS OCTOBER 2006 INSTITUTE OF MARINE SCIENCES UNIVERSITY OF CALIFORNIA, SANTA CRUZ CALIFORNIA DEPARTMENT OF BOATING AND WATERWAYS CALIFORNIA COASTAL SEDIMENT MANAGEMENT WORKGROUP Littoral Cells, Sand Budgets, and Beaches: Understanding California’s Shoreline By Kiki Patch Gary Griggs Institute of Marine Sciences University of California, Santa Cruz California Department of Boating and Waterways California Coastal Sediment Management WorkGroup October 2006 Cover Image: Santa Barbara Harbor © 2002 Kenneth & Gabrielle Adelman, California Coastal Records Project www.californiacoastline.org Brochure Design & Layout Laura Beach www.LauraBeach.net Littoral Cells, Sand Budgets, and Beaches: Understanding California’s Shoreline Kiki Patsch Gary Griggs Institute of Marine Sciences University of California, Santa Cruz TABLE OF CONTENTS Executive Summary 7 Chapter 1: Introduction 9 Chapter 2: An Overview of Littoral Cells and Littoral Drift 11 Chapter 3: Elements Involved in Developing Sand Budgets for Littoral Cells 17 Chapter 4: Sand Budgets for California’s Major Littoral Cells and Changes in Sand Supply 23 Chapter 5: Discussion of Beach Nourishment in California 27 Chapter 6: Conclusions 33 References Cited and Other Useful References 35 EXECUTIVE SUMMARY he coastline of California can be divided into a set of dis- Beach nourishment or beach restoration is the placement of Ttinct, essentially self-contained littoral cells or beach com- sand on the shoreline with the intent of widening a beach that partments. These compartments are geographically limited and is naturally narrow or where the natural supply of sand has consist of a series of sand sources (such as rivers, streams and been signifi cantly reduced through human activities. -
Linktm Gabions and Mattresses Design Booklet
LinkTM Gabions and Mattresses Design Booklet www.globalsynthetics.com.au Australian Company - Global Expertise Contents 1. Introduction to Link Gabions and Mattresses ................................................... 1 1.1 Brief history ...............................................................................................................................1 1.2 Applications ..............................................................................................................................1 1.3 Features of woven mesh Link Gabion and Mattress structures ...............................................2 1.4 Product characteristics of Link Gabions and Mattresses .........................................................2 2. Link Gabions and Mattresses .............................................................................. 4 2.1 Types of Link Gabions and Mattresses .....................................................................................4 2.2 General specification for Link Gabions, Link Mattresses and Link netting...............................4 2.3 Standard sizes of Link Gabions, Mattresses and Netting ........................................................6 2.4 Durability of Link Gabions, Link Mattresses and Link Netting ..................................................7 2.5 Geotextile filter specification ....................................................................................................7 2.6 Rock infill specification .............................................................................................................8 -
Beach Nourishment: Massdep's Guide to Best Management Practices for Projects in Massachusetts
BBEACHEACH NNOURISHMEOURISHMENNTT MassDEP’sMassDEP’s GuideGuide toto BestBest ManagementManagement PracticesPractices forfor ProjectsProjects inin MassachusettsMassachusetts March 2007 acknowledgements LEAD AUTHORS: Rebecca Haney (Coastal Zone Management), Liz Kouloheras, (MassDEP), Vin Malkoski (Mass. Division of Marine Fisheries), Jim Mahala (MassDEP) and Yvonne Unger (MassDEP) CONTRIBUTORS: From MassDEP: Fred Civian, Jen D’Urso, Glenn Haas, Lealdon Langley, Hilary Schwarzenbach and Jim Sprague. From Coastal Zone Management: Bob Boeri, Mark Borrelli, David Janik, Julia Knisel and Wendolyn Quigley. Engineering consultants from Applied Coastal Research and Engineering Inc. also reviewed the document for technical accuracy. Lead Editor: David Noonan (MassDEP) Design and Layout: Sandra Rabb (MassDEP) Photography: Sandra Rabb (MassDEP) unless otherwise noted. Massachusetts Massachusetts Office Department of of Coastal Zone Environmental Protection Management 1 Winter Street 251 Causeway Street Boston, MA Boston, MA table of contents I. Glossary of Terms 1 II. Summary 3 II. Overview 6 • Purpose 6 • Beach Nourishment 6 • Specifications and Best Management Practices 7 • Permit Requirements and Timelines 8 III. Technical Attachments A. Beach Stability Determination 13 B. Receiving Beach Characterization 17 C. Source Material Characterization 21 D. Sample Problem: Beach and Borrow Site Sediment Analysis to Determine Stability of Nourishment Material for Shore Protection 22 E. Generic Beach Monitoring Plan 27 F. Sample Easement 29 G. References 31 GLOSSARY Accretion - the gradual addition of land by deposition of water-borne sediment. Beach Fill – also called “artificial nourishment”, “beach nourishment”, “replenishment”, and “restoration,” comprises the placement of sediment within the nearshore sediment transport system (see littoral zone). (paraphrased from Dean, 2002) Beach Profile – the cross-sectional shape of a beach plotted perpendicular to the shoreline. -
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. -
The Project for Pilot Gravel Beach Nourishment Against Coastal Disaster on Fongafale Island in Tuvalu
MINISTRY OF FOREIGN AFFAIRS, TRADES, TOURISM, ENVIRONMENT AND LABOUR THE GOVERNMENT OF TUVALU THE PROJECT FOR PILOT GRAVEL BEACH NOURISHMENT AGAINST COASTAL DISASTER ON FONGAFALE ISLAND IN TUVALU FINAL REPORT (SUPPORTING REPORT) April 2018 JAPAN INTERNATIONAL COOPERATION AGENCY NIPPON KOEI CO., LTD. FUTABA INC. GE JR 18-058 MINISTRY OF FOREIGN AFFAIRS, TRADES, TOURISM, ENVIRONMENT AND LABOUR THE GOVERNMENT OF TUVALU THE PROJECT FOR PILOT GRAVEL BEACH NOURISHMENT AGAINST COASTAL DISASTER ON FONGAFALE ISLAND IN TUVALU FINAL REPORT (SUPPORTING REPORT) April 2018 JAPAN INTERNATIONAL COOPERATION AGENCY NIPPON KOEI CO., LTD. FUTABA INC. Table of Contents Supporting Report-1 Study on the Quality and Quantity of Materials in Phase-1 (quote from Interim Report 1) .............................................................. SR-1 Supporting Report-2 Planning and Design in Phase-1 (quote from Interim Report 1) ............ SR-2 Supporting Report-3 Design Drawing ..................................................................................... SR-3 Supporting Report-4 Project Implementation Plan in Phase-1 (quote from Interim Report 1)................................................................................................. SR-4 Supporting Report-5 Preliminary Environmental Assessment Report (PEAR) ....................... SR-5 Supporting Report-6 Public Consultation in Phase-1 (quote from Interim Report 1) .............. SR-6 Supporting Report-7 Bidding Process (quote from Progress Report) ...................................... SR-7 Supporting -
Broad Beach Restoration Project Coastal Development Permit
Broad Beach Restoration Project Coastal Development Permit Project Description FINAL PREPARED FOR: TRANCAS PROPERTY OWNER’S ASSOCIATION PREPARED BY: 3780 KILROY AIRPORT WAY, SUITE 600, LONG BEACH, CA 90806 JANUARY 2011 JOB NO. 6935 1. INTRODUCTION 2 Broad Beach is located in the northwest portion of the County of Los Angeles and within the City of Malibu. The project area is comprised of the shoreline area fronting approximately 80 homes spanning approximately from Lechuza Point to Trancas Creek. Broad beach has been suffering shoreline erosion over the past 30 plus years, resulting in an almost complete loss of recreation and public access. Public access through dedicated public access ways from Broad Beach Rd. to the beach was rendered impossible during the most severe storms and tidal action over the past few years. The severe erosion problem now threatens private property and dune fields along this stretch of beach. The Trancas Property Owner’s Association (TPOA), representing almost all of the property owners along the Broad Beach shoreline, has elected to address the extensive erosion by privately funding a beach and sand dune restoration project which will not only protect their homes but also restore the beach to its historic grandeur not only for their benefit but for the benefit of the public at large. The Broad Beach restoration project seeks to design, permit, and implement a shoreline restoration program that provides erosion control, property protection, improved recreation and public access opportunities, aesthetics, and dune habitat. Broad Beach Restoration – Project Description FINAL The vicinity and location of the project site are shown below in figure 1. -
The Shifting Sand of Provincetown
The Shifting Sand of Provincetown Greg Berman (Woods Hole Sea Grant & Cape Cod Cooperative Extension) March 15, 2019 Glacial History 25,000 yr ago 400’ below SL, ~1 mile thick By ~ 15,000 ice was gone. 11,000 years ago 6,000 years ago Present Day (Shaw et al., 2002) General Coastal Processes Longshore Sediment Transport +3’/yr +4’/yr +5’/yr +8’/yr -2’/yr -2’/yr -1’/yr 0’/yr Direction of Direction of Longshore Current Longshore Current Deposition Erosion Downdrift Coastal Structure Source: MORIS: CZM’s Online Mapping Tool Longshore Sediment Transport Longshore Sediment Transport Longshore Sediment Transport Longshore Sediment Transport Longshore Sediment Transport Google Earth Engine: Timelapse is a global, zoomable video that lets you see how the Earth has changed over the past 32 years. It is made from 33 cloud-free annual mosaics, one for each year from 1984 to 2016, which are made interactively explorable by Carnegie Mellon University CREATE Lab's Time Machine library. General Coastal Processes Coastal Processes: Barrier Migration Perpendicular to Shore Overwash: Storms push sand across the island and into the lagoon area beyond. Barrier `rolls over on itself.‘ Coastal Processes: Barrier Migration Perpendicular to Shore Adapted from http://www.nasa.gov/vision/earth/lookingatearth/katrina_poststorm.html Peggotty Beach 2016 Video by Peter Miles Perpendicular Transport…….Blocked input 1.3mi What is Erosion? It’s all sediment transport! What is Erosion???..... just more leaving than coming in Accretion Dynamic Equilibrium Erosion Living with Erosion 1. Erosion of glacial landforms is the MOST important source of sediment for dunes and beaches in Massachusetts. -
Design of Riprap Revetment HEC 11 Metric Version
Design of Riprap Revetment HEC 11 Metric Version Welcome to HEC 11-Design of Riprap Revetment. Table of Contents Preface Tech Doc U.S. - SI Conversions DISCLAIMER: During the editing of this manual for conversion to an electronic format, the intent has been to convert the publication to the metric system while keeping the document as close to the original as possible. The document has undergone editorial update during the conversion process. Archived Table of Contents for HEC 11-Design of Riprap Revetment (Metric) List of Figures List of Tables List of Charts & Forms List of Equations Cover Page : HEC 11-Design of Riprap Revetment (Metric) Chapter 1 : HEC 11 Introduction 1.1 Scope 1.2 Recognition of Erosion Potential 1.3 Erosion Mechanisms and Riprap Failure Modes Chapter 2 : HEC 11 Revetment Types 2.1 Riprap 2.1.1 Rock Riprap 2.1.2 Rubble Riprap 2.2 Wire-Enclosed Rock 2.3 Pre-Cast Concrete Block 2.4 Grouted Rock 2.5 Paved Lining Chapter 3 : HEC 11 Design Concepts 3.1 Design Discharge 3.2 Flow Types 3.3 Section Geometry 3.4 Flow in Channel Bends 3.5 Flow Resistance 3.6 Extent of Protection 3.6.1 Longitudinal Extent 3.6.2 Vertical Extent 3.6.2.1 Design Height 3.6.2.2 Toe Depth Chapter 4 : HEC 11 Design Guidelines for Rock Riprap 4.1 Rock Size Archived 4.1.1 Particle Erosion 4.1.1.1 Design Relationship 4.1.1.2 Application 4.1.2 Wave Erosion 4.1.3 Ice Damage 4.2 Rock Gradation 4.3 Layer Thickness 4.4 Filter Design 4.4.1 Granular Filters 4.4.2 Fabric Filters 4.5 Material Quality 4.6 Edge Treatment 4.7 Construction Chapter 5 : HEC 11 Rock -
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.