Pocket Beach Hydrodynamics: the Example of Four Macrotidal Beaches, Brittany, France
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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. -
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. -
Application of a Coastal Vulnerability Index. a Case Study Along the Apulian Coastline, Italy
water Article Application of a Coastal Vulnerability Index. A Case Study along the Apulian Coastline, Italy Daniela Pantusa 1,* , Felice D’Alessandro 1, Luigia Riefolo 2 , Francesca Principato 3 and Giuseppe Roberto Tomasicchio 1 1 Innovation Engineering Department, University of Salento, I-73100 Lecce, Italy; [email protected] (F.D.); [email protected] (G.R.T.) 2 Department of Engineering, University of Campania “Luigi Vanvitelli”, I-81031 Aversa, Italy; [email protected] 3 Department of Civil Engineering, University of Calabria, I-87036 Arcavacata di Rende, Italy; [email protected] * Correspondence: [email protected]; Tel.: +39-0832-29-7795 Received: 4 July 2018; Accepted: 5 September 2018; Published: 10 September 2018 Abstract: The coastal vulnerability index (CVI) is a popular index in literature to assess the coastal vulnerability of climate change. The present paper proposes a CVI formulation to make it suitable for the Mediterranean coasts; the formulation considers ten variables divided into three typological groups: geological; physical process and vegetation. In particular, the geological variables are: geomorphology; shoreline erosion/accretion rates; coastal slope; emerged beach width and dune width. The physical process variables are relative sea-level change; mean significant wave height and mean tide range. The vegetation variables are width of vegetation behind the beach and posidonia oceanica. The first application of the proposed index was carried out for a stretch of the Apulia region coast, in the south of Italy; this application allowed to (i) identify the transects most vulnerable to sea level rise, storm surges and waves action and (ii) consider the usefulness of the index as a tool for orientation in planning strategies. -
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 -
Gallop Et Al., 2013
Marine Geology 344 (2013) 132–143 Contents lists available at ScienceDirect Marine Geology journal homepage: www.elsevier.com/locate/margeo The influence of coastal reefs on spatial variability in seasonal sand fluxes Shari L. Gallop a,b,⁎, Cyprien Bosserelle b,c, Ian Eliot d, Charitha B. Pattiaratchi b a Ocean and Earth Science, National Oceanography Centre, University of Southampton, European Way, Southampton SO14 3ZH, UK b School of Environmental Systems Engineering and The UWA Oceans Institute, The University of Western Australia, 35 Stirling Highway, MO15, Crawley, WA 6009, Australia c Secretariat of the Pacific Community (SPC), Applied Geoscience and Technology Division (SOPAC), Private Mail Bag, GPO, Suva, Fiji Islands d Damara WA Pty Ltd, PO Box 1299, Innaloo, WA 6018, Australia article info abstract Article history: The effect of coastal reefs on seasonal erosion and accretion was investigated on 2 km of sandy coast. The focus Received 21 June 2012 was on how reef topography drives alongshore variation in the mode and magnitude of seasonal beach erosion Received in revised form 11 July 2013 and accretion; and the effect of intra- and inter-annual variability in metocean conditions on seasonal sediment Accepted 23 July 2013 fluxes. This involved using monthly and 6-monthly surveys of the beach and coastal zone, and comparison with a Available online 2 August 2013 range of metocean conditions including mean sea level, storm surges, wind, and wave power. Alongshore ‘zones’ Communicated by J.T. Wells were revealed with alternating modes of sediment transport in spring and summer compared to autumn and winter. Zone boundaries were determined by rock headlands and reefs interrupting littoral drift; the seasonal Keywords: build up of sand over the reef in the south zone; and current jets generated by wave set-up over reefs. -
Living Shoreline Sea Level Resiliency: Performance and Adaptive Management of Existing Breakwater Sites, Year 2 Summary Report
W&M ScholarWorks Reports 11-2019 Living Shoreline Sea Level Resiliency: Performance and Adaptive Management of Existing Breakwater Sites, Year 2 Summary Report C. Scott Hardaway Jr. Virginia Institute of Marine Science Donna A. Milligan Virginia Institute of Marine Science Christine A. Wilcox Virginia Institute of Marine Science Angela C. Milligan Follow this and additional works at: https://scholarworks.wm.edu/reports Part of the Natural Resources and Conservation Commons Recommended Citation Hardaway, C., Milligan, D. A., Wilcox, C. A., & Milligan, A. C. (2019) Living Shoreline Sea Level Resiliency: Performance and Adaptive Management of Existing Breakwater Sites, Year 2 Summary Report. Virginia Institute of Marine Science, William & Mary. https://doi.org/10.25773/jpxn-r132 This Report is brought to you for free and open access by W&M ScholarWorks. It has been accepted for inclusion in Reports by an authorized administrator of W&M ScholarWorks. For more information, please contact [email protected]. Living Shoreline Sea Level Resiliency: Performance and Adaptive Management of Existing Breakwater Sites November 2019 Living Shoreline Sea‐Level Resiliency: Performance and Adaptive Management of Existing Breakwater Sites Year 2 Summary Report C. Scott Hardaway, Jr. Donna A. Milligan Christine A. Wilcox Angela C. Milligan Shoreline Studies Program Virginia Institute of Marine Science William & Mary This project was funded by the Virginia Coastal Zone Management Program at the Department of Environmental Quality through Grant # NA18NOS4190152 Task 82 of the U.S. Department of Commerce, National Oceanic and Atmospheric Administration, under the Coastal Zone Management Act of 1972, as amended. The views expressed herein are those of the authors and do not necessarily reflect the views of the U.S. -
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. -
Coastal Environments Oil Spills and , Clean-Up Programs in the Bay Of
Fisheries Pee hes and Environment et Environnement •• Canada Canada Coastal. Environments Oil Spills and ,Clean-up Programs in the Bay of Fundy Economic and Technical Review Report EPS-3-EC-77-9 Environmental Impact Control Directorate February, 1977 ENVIRONMENTAL PROTECTION SERVICE REPORT SERIES Economic and Technical Review Reports relate to state-of-the-art reviews, library surveys, industr1al, and their associated recommen dations where no experimental work is involved. These reports are undertaken either by an outside agency or by staff of the Environmental Protection Service. Other categories in ~he EPS series include such groups as Regu lations, Codes, and Protocols; Policy and Planning; Technology Deve- lopment; Surveillance; Briefs anr 1issions to Public Inquiries; and Environmental Impact and Asses' Inquiries ~ertaining to Environmental Protection Service should be directed to the Environmental Protection Service, Department of the Environment, Ottawa, KlA 1C8, Ontario, Canada. ©Minister of Supply and Services Canada 1977 Cat. No.: En 46-3/77-9 ISBN 0-662-00594-5 \ COASTAL ENVIRONMENTS, OIL SPILLS AND CLEAN-UP PROGRAMMES IN THE BAY OF FUNDY E.H. Owens John A. Leslie and Associates Bedford, Nova Scotia A Report Submitted to: Environmental Protection Service - Atlantic Region Halifax, Nova Scotia February 1977 EPS-3-EC-77-9 REVIEW NOTICE This report has been reviewed by the Environmental Conservation Directorate, Environmental Protection Service, and approved for pu blication. Approval does not necessarily signify that the contents reflect the views and policies of the Environmental Protection Service. Mention of trade names and commercial products does not constitute endorsement for use. - iii - ABSTRACT The Bay of Fundy has a coastline of approximately 1400 km. -
Pocket Perched Beaches Computational Modelling and Calibration in Delft3d
Pocket perched beaches Computational modelling and calibration in Delft3D REPORT Status: FINAL MSc Thesis F.J.H. Olijslagers September 2003 Delft University of Technology Faculty of Civil Engineering and Geosciences Section of Hydraulic Engineering Pocket perched beaches Computational modelling and calibration in Delft3D Status: FINAL MSc Thesis F.J.H. Olijslagers September 2003 Thesis committee: Prof. dr. ir. M.J.F. Stive, Delft University of Technology Dr. ir. J. van de Graaff, Delft University of Technology Ir. J.H. de Vroeg, WL | Delft Hydraulics Ir. A. Mol, Lievense Consulting Engineers, Breda Drs. P.J.T. Dankers, Delft University of Technology Preface Preface This thesis is the finishing part of the MSc program on the faculty of Civil Engineering and Geosciences at Delft University of Technology. The study took place under the supervision of Prof. Stive of the section of hydraulic engineering. The work is carried out at Lievense Consulting Engineers in Breda and at the department of Marine and Coastal Infrastructure (MCI) of WL | Delft Hydraulics. This report is aimed to scientists, engineers and other people that are interested in this matter. Special thanks go out to all the thesis committee members in particular, all the employees of Lievense Consulting Engineers for their help, facilities and information on the Third Harbour project, WL | Delft Hydraulics for the facilities, all the people of MCI and MCM of WL | Delft Hydraulics and Dano Roelvink in particular for his support on Delft3D, all the graduating students at WL | Delft Hydraulics for their help and the stimulating environment. Paul Olijslagers Delft, September 1, 2003 i Summary Summary This study was initiated by Lievense Consulting Engineers, who were involved in the Third Harbour project in IJmuiden, the Netherlands. -
Estuary and Salmon Restoration Program Advancing Nearshore Protection and Restoration 2012 Program Report Program Overview History and Vision
Estuary and Salmon Restoration Program Advancing Nearshore Protection and Restoration 2012 Program Report Program Overview History and Vision In 2006, the state Legislature, with the broad support of governmental, tribal, non-profit and private representatives from the region, created the Estuary and Salmon Restoration Program (ESRP) to advance nearshore restoration and to support salmon recovery. The program is managed by the Washington Department of Fish and Wildlife (WDFW), in partnership with the Recreation and Conservation Office (RCO). It provides grant funding and technical assistance for restoration and protection projects within the nearshore of Puget Sound. A lasting solution, not a band-aid ESRP’s mission is to protect and restore the natural processes such as tidal flow, freshwater input, and sediment input and delivery that create and sustain habitats in Puget Sound. Projects funded by ESRP focus on removing the underlying causes of degradation such as shoreline armoring, dikes, blocked or undersized culverts, and other physical structures, thereby restoring the very processes that created Puget Sound’s rich and productive ecosystems. By addressing the underlying causes, not just the symptoms, ESRP sets in motion projects that are sustainable over time. 2 Photo courtesy Paul Cereghino, NOAA Contents Program overview ................................................................ 2 Protecting and restoring Puget Sound ........................................... 4 Putting people and Puget Sound back to work ................................. -
The Influence of Coastal Reefs on Spatial Variability In
Our reference: MARGO 4964 P-authorquery-v11 AUTHOR QUERY FORM Journal: MARGO Please e-mail or fax your responses and any corrections to: Shanmuga Sundaram, Jananii E-mail: [email protected] Fax: +1 619 699 6721 Article Number: 4964 Dear Author, Please check your proof carefully and mark all corrections at the appropriate place in the proof (e.g., by using on-screen annotation in the PDF file) or compile them in a separate list. Note: if you opt to annotate the file with software other than Adobe Reader then please also highlight the appropriate place in the PDF file. To ensure fast publication of your paper please return your corrections within 48 hours. For correction or revision of any artwork, please consult http://www.elsevier.com/artworkinstructions. Any queries or remarks that have arisen during the processing of your manuscript are listed below and highlighted by flags in the proof. Click on the ‘Q’ link to go to the location in the proof. Location in article Query / Remark: click on the Q link to go Please insert your reply or correction at the corresponding line in the proof Q1 Please confirm that given names and surnames have been identified correctly. Q2 The citation “Kraus and Galgano, 2011” has been changed to match the author name/date in the reference list. Please check here and in subsequent occurrences, and correct if necessary. Q3 Hughes and Heap, 2010 was mentioned here but not in the reference list, however Hughes and Heap was included in the list but was uncited in the text. -
Reading Ombrone River Delta Evolution Through Beach Ridges Morphology
Geophysical Research Abstracts Vol. 19, EGU2017-4010-1, 2017 EGU General Assembly 2017 © Author(s) 2017. CC Attribution 3.0 License. Reading Ombrone river delta evolution through beach ridges morphology Irene Mammi, Marco Piccardi, Enzo Pranzini, and Lorenzo Rossi Department of Earth Science, University of Florence, Florence, Italy The present study focuses on the evolution of the Ombrone River delta (Southern Tuscany, Italy) in the last five centuries, when fluvial sediment input was huge also as a consequence of the deforestation performed on the watershed. The aim of this study is to find a correlation between river input and beach ridges morphology and to explain the different distribution of wetlands and sand deposits on the two sides of the delta. Visible, NIR and TIR satellite images were processed to retrieve soil wetness associated to sand ridges and interdune silty deposits. High resolution LiDAR data were analysed using vegetation filter and GIS enhancement algorithms in order to highlight small morphological variations, especially in areas closer to the river where agriculture has almost deleted these morphologies. A topographic survey and a very high resolution 3D model obtained from a set of images acquired by an Unmanned Aerial Vehicle (UAV) were carried out in selected sites, both to calibrate satellite LiDAR 3D data, and to map low relief areas. Historical maps, aerial photography and written documents were analysed for dating ancient shorelines associated to specific beach ridges. Thus allowing the reconstruction of erosive and accretive phases of the delta. Seventy beach ridges were identified on the two wings of the delta. On the longer down-drift side (Northern wing) beach ridges are more spaced at the apex and gradually converge to the extremity, where the Bruna River runs and delimits the sub aerial depositional area of the Ombrone River.