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Erosion Is the Process Where Soft Shorelines (Sand, Gravel Or Cobble) Disappear and Land Is Lost
COASTAL EROSION Action Guide What is Coastal Erosion? Erosion is the process where soft shorelines (sand, gravel or cobble) disappear and land is lost. Erosion generally comes in two forms: 1. A Natural part of the coastal environment where a soft shore moves and changes in response to cyclic climate conditions and 2. Erosion can be induced by human interference of natural sand movement and budget patterns. Erosion can be slow and ongoing over many years or fast and dramatic following large storm events. Many erosion problems in the Pacific today, occur because of poor planning, inappropriate shoreline development, overcrowding, beach mining for building material and due to reef degradation. Erosion is a natural process It is important to understand that erosion is a natural process and in many cases is accompanied by its equal and opposite process “accretion”. Put simply, sandy shorelines are dynamic and should be expected to shift and change over time, sometimes by 100’s of meters. This process becomes an “erosion problem” if development is not carefully planned to avoid unstable shorelines. Why is it that erosion seems more of a problem these days? In past times, people lived in harmony with their moving coasts. Their houses could be easily moved to and shoreline homes were built in way which did not disturb shoreline processes (eg. On stilts or pylons). People knew and avoided dangerous or unstable locations. Today, building styles have changed and homes cannot be easily moved or replaced and lack of space often results in people building in locations which are known to be inappropriate. -
PDF Brunel Et Al., 2014
Geomorphology 204 (2014) 625–637 Contents lists available at ScienceDirect Geomorphology journal homepage: www.elsevier.com/locate/geomorph 20th century sediment budget trends on the Western Gulf of Lions shoreface (France): An application of an integrated method for the study of sediment coastal reservoirs C. Brunel a,⁎,R.Certaina, F. Sabatier b,N.Robina, J.P. Barusseau a,N.Alemana, O. Raynal a a Université de Perpignan, Laboratoire d'Etudes des Géo-Environnements Marins, 52 av. P Alduy, 66860 Perpignan, France b Aix Marseille Université, CEREGE, UMR 7330 CNRS, Europôle Méditerranéen de l'Arbois, 13545 Aix en Provence Cedex 4, France article info abstract Article history: This paper presents a shoreface sediment budget established for the 20th century (1895–1984–2009) along the Received 17 April 2013 microtidal wave-dominated coast of the western Gulf of Lions (Languedoc-Roussillon, Mediterranean Sea, SE Received in revised form 6 September 2013 France). The implementation of a diachronic bathymetric approach, coupled with the definition of sand reser- Accepted 12 September 2013 voirs (upper sand unit — USU) by very high-resolution seismic surveys and the results of LiDAR investigations, Available online 2 October 2013 offers a new means of defining precisely the magnitude and change trends of the sediment budget. The aim of this study is to link the Large Scale Coastal Behaviour (LSCB) of the littoral prism (expressed in terms of shoreface Keywords: Shoreface sediment budget sediment budget, shoreface sediment volume and spatial distribution pattern of cells) to climatic change, river Large Scale Coastal Behaviour sediment input to the coast, longshore sediment transport distribution, impact of hard coastal defence structures Seismic surveys and artificial beach nourishment. -
Predicting Shoreline Evolution on a Centennial Scale Using the Example of the Vistula (Baltic) Spit I
ISSN 00014370, Oceanology, 2012, Vol. 52, No. 5, pp. 700–709. © Pleiades Publishing, Inc., 2012. Original Russian Text © I.O. Leont’yev, 2012, published in Okeanologiya, 2012, Vol. 52, No. 5, pp. 757–767. MARINE GEOLOGY Predicting Shoreline Evolution on a Centennial Scale Using the Example of the Vistula (Baltic) Spit I. O. Leont’yev Shirshov Institute of Oceanology, Russian Academy of Sciences, Moscow, Russia Email: [email protected] Received March 31, 2011; in final form, November 22, 2011 Abstract—The proposed algorithm comprises three main steps. The first step is the evaluation of the sedi ment transport and budget. It was shown that the root segment of the Vistula Spit is dominated by eastward longshore sediment transport (up to 50 thousand m3/year). Over the rest of the spit, the shoreline’s orienta tion causes westward sediment transport (more than 100 thousand m3/year). The gradients of the longshore and cross shore sediment transport become the major contributors to the overall sediment balance. The only exception is the northeastern tip of the spit due to the appreciable imbalance of the sediment budget (13 m3 m–1 yr–1). The second step in the prediction modeling is the estimation of the potential sealevel changes during the 21st century. The third step involves modeling of the shoreline’s behavior using the SPELT model [6, 7, 8]. In the most likely scenario, the rate of the recession is predicted to be about 0.3 m/year in 2010–2050 and will increase to 0.4 m/year in 2050–2100. The sand deficit, other than the sealevel rise, will be a key factor in the control of the shoreline’s evolution at the northeastern tip of the spit, and the amount of recession will range from 160 to 200 m in 2010–2100. -
Sea Level Rise and Coastal Morphological Changes on Tropical Islands New Caledonia and French Polynesia (South Pacific) the Project
Manuel Garcin, Marissa Yates, Goneri Le Cozannet, Patrice Walker, Vincent Donato Sea level rise and coastal morphological changes on tropical islands New Caledonia and French Polynesia (South Pacific) The Project • Work completed within the CECILE project (Coastal Environmental Changes: Impact of sea LEvel rise )=> See Poster Le Cozannet et al. same session • Project objectives: to contribute to assessing the physical impact of sea level rise on shorelines during the recent past (last 50 years) and near future (next 100 years). • Focus on tropical islands : New Caledonia, French Polynesia, La Réunion (Indian Ocean), French Caribbean • What is the importance of recent sea level rise with respect to other causes of change ? • What will be the consequences of sea level rise for coastal change in the future ? GARCIN M., YATES M., LE COZANNET G., WALKER P., DONATO V. (EGU 2011) ‐ Sea level rise and coastal morphological changes on tropical islands Generic driving factors influencing coastline mobility, dynamics and morphology Coastline mobility is an indicator integrating numerous parameters • 5 families of driving factors affecting coastline mobility Erosion, accretion, transport... – Climate change External geodynamics – External geodynamic processes Pluviometry processes linked to climate change Biological Sea Level – Internal geodynamic Change, processes winds, storms, processes pluviometry... – Biological processes Coastline Anthropogenic Climate change actions and – Anthropogenic actions and mobility impacts impacts Tectonic, vertical Sea defences, • To note : interactions & movements, gravels isostasy... extraction, mining, retroactions daming.... Internal geodynamics processes GARCIN M., YATES M., LE COZANNET G., WALKER P., DONATO V. (EGU 2011) ‐ Sea level rise and coastal morphological changes on tropical islands Driving factors Or The data problem GARCIN M., YATES M., LE COZANNET G., WALKER P., DONATO V. -
Beach Erosion in the Gulf of Castellammare Di Stabia in Response to the Trapping of Longshore Drifting Sediments of the Gulf of Napoli (Southern Italy)
geosciences Article Beach Erosion in the Gulf of Castellammare di Stabia in Response to the Trapping of Longshore Drifting Sediments of the Gulf of Napoli (Southern Italy) Micla Pennetta ID Dipartimento di Scienze della Terra, dell’Ambiente e delle Risorse (DiSTAR), Università degli Studi di Napoli “Federico II”, 80138 Naples, Italy; [email protected] Received: 10 May 2018; Accepted: 25 June 2018; Published: 27 June 2018 Abstract: The results of this study have allowed verification that longshore sediment transport along the coast of Napoli Gulf (southern Italy) takes place from Northwest to Southeast. The current analysis describes the results of an integrated sedimentological and geomorphological study of the Neapolitan coastal area. A sedimentological and morphosedimentary study was carried out by bathymetric survey and sampling of bottom sediments. The analysis of modal isodensity curves shows that all the sediments are moved from NW to SE by longshore currents parallel to the coastline. The morphological evolution of the Castellammare di Stabia Gulf coastal area, based on historical coastline changes, starts from 1865, when the sandy littoral was wide and in its natural state. Since the construction of the Torre Annunziata harbor in 1871, sediments transported by a NW-SE longshore drift have become trapped, inducing the genesis of a new wide triangular-shaped beach on the updrift side (NW) of the harbor breakwall. This process induced a significant shoreline retreat of the south-east sector of the littoral. Widespread beach erosion of the coastal physiographic unit of Castellammare di Stabia Gulf (delimited by two ports) is more developed in the southern portion. -
Beach Nourishment Effects Hald Beach - Denmark 1984
Beach nourishment effects Hald beach - Denmark 1984 July 2020 Project Building with Nature (EU-InterReg) Start date 01.11.2016 End date 01.04.2020 Project manager (PM) Ane Høiberg Nielsen Project leader (PL) Per Sørensen Project staff (PS) Henrik Vinge Karlsson Time registering 402412 Approved date 27.01.2020 Signature Report Analysis of the effect of a beach nourishment, Hald beach, Denmark Author Henrik Vinge Karlsson, Per Sørensen Keyword Beach nourishment, Coastal protection, Building with nature, Hald beach Distribution www.kyst.dk, www.buildingwithnature.com Referred to as Kystdirektoratet (2020), Beach nourishment effects – Hald Beach, Kystdirek- toratet, Lemvig. 2 Beach Nourishment Effects Contents 1 Introduction .............................................................................................................. 5 1.1 Objective ............................................................................................................................................................................... 6 1.2 Criteria’s for the nourishment stretch .....................................................................................................................7 1.3 Decision on nourishment stretch ..............................................................................................................................7 1.4 Financing of the beach nourishment ...................................................................................................................... 8 1.5 Definitions and term diagram ................................................................................................................................... -
Short Course on Principles and Applications of Beach Nourishment
Sediment storage at tidal inlets Item Type book_section Authors Mehta, Ashish J. Publisher University of Florida Coastal and Oceanographic Engineering Department Download date 02/10/2021 02:44:06 Link to Item http://hdl.handle.net/1834/18142 UFL/COEL - 89/002 SHORT COURSE ON PRINCIPLES AND APPLICATIONS OF BEACH NOURISHMENT February 21, 1989 * * Instructors * * Thomas Campbell Robert G. Dean Ashish J. Mehta Hsiang Wang S* Organized by * FLORIDA SHORE AND BEACH PRESERVATION ASSOCIATION DEPARTMENT OF COASTAL AND OCEANOGRAPHIC ENGINEERING. UNIVERSITY OF FLORIDA Short Course on Principles and Applications of Beach Nourishment February 21, 1989 Organized by Florida Shore and Beach Preservation Association Department of Coastal and Oceanographic Engineering, University of Forida Instructors Thomas Campbell Robert G.Dean Ashish J. Mehta Hsiang Wang Chapter 4 SEDIMENT STORAGE AT TIDAL INLETS Ashish J. Mehta Coastal and Oceanographic Engineering Department University of Florida, Gainesville INTRODUCTION Accumulation of sediment around tidal inlets has become a matter of renewed interest mainly for three reasons. The first of these is the need to estimate the shoal volumes, particularly in the ebb shoal, as a potential source of sediment for beach nourishment. Portions of the ebb shoal can be transferred to the beach provided there are no measurable adverse effects on navigation, or on the stability of the shoreline near the inlet. Such an operation, for example, has been carried out successfully at Redfish Pass, on the Gulf of Mexico coast of Florida (Olsen, 1979). A schematic example of a potential site for ebb shoal excavation and sand transfer to the downdrift beach is shown in Fig. -
Aeolian Sediment Transport and Natural Dune Development, Skodbjerge, Denmark
Aeolian Sediment Transport and Natural Dune Development, Skodbjerge, Denmark January 2020 Project Building with Nature (EU-InterReg) Start date 01.11.2016 End date 01.07.2020 Project manager (PM) Ane Høiberg Nielsen Project leader (PL) Per Sørensen Project staff (PS) Henrik Vinge Karlsson and Britt Gadsbølle Larsen Time registering 402412 Approved date 27.01.2020 Signature Report Aeolian sediment transport and natural dune development, Skodbjerge, Denmark. Author Henrik Vinge Karlsson and Britt Gadsbølle Larsen Keyword Aeolian sediment transport, Aeolian sedimentary budget, Skodbjerge, Dune development, Building with nature, Distribution www.kyst.dk, www.northsearegion.eu/building-with-nature/ Kystdirektoratet, BWN Krogen, 2018 Referred to as Kystdirektoratet (2020), Aeolian sediment transport and natural dune de- velopment, Skodbjerge, Denmark. Lemvig. 2 Aeolian Sediment Transport and Natural Dune Development, Skodbjerge, Denmark Abstract This study is part of the EU-InterReg project Building with Nature. The focus of this report is the natural development of a 3.7 km dune stretch at Skodbjerge located on the North Sea coast of Denmark. Since 2005, the designated study area has been subject to high-resolution digital elevation mappings (DEMs). The DEMs derive from LIDAR scans and serve as primary data resource throughout this report. Previous analyses of the coast assume that sediment accumulation inland of the dune top could be dis- regarded when analyzing the sedimentary budget of the coast, as the volumes in question were consi- dered insignificant. The analysis of this report suggests otherwise, as considerable amounts of sediment accumulated in the area leeward of the dune crest during the study period. Findings are based on the changes in elevation over time, obtained by analyzing the DEMs and thereby determining the sedimen- tary budget between dune face and dune leeside. -
Sedimentary Budget on Las Canteras Beach, Gran Canaria (Canary Islands, Spain)
SEDIMENTARY BUDGET ON LAS CANTERAS BEACH, GRAN CANARIA (CANARY ISLANDS, SPAIN). Maria Casanova Masjoan Curso 2014/2015 Tutor: Ignacio Alonso Bilbao Trabajo Fin de Título para la obtención del título de Graduada en Ciencias del Mar Maria Casanova Masjoan FINAL DEGREE WORK SEDIMENTARY BUDGET ON LAS CANTERAS BEACH, GRAN CANARIA (CANARY ISLANDS, SPAIN). Final degree work presented by Maria Casanova Masjoan to obtain the title of graduated in Marine Science from the University of Las Palmas de Gran Canaria. Directed by: Dr Ignacio Alonso Bilbao, Department of Physics, University of Las Palmas de Gran Canaria. Instituto de Oceanografía y Cambio Global (IOCAG). Tutor: Student: Ignacio Alonso Bilbao Maria Casanova Masjoan LAS PALMAS DE GRAN CANARIA JUNE 2015 Maria Casanova Masjoan Table of contents Abstract 3 Introduction 3 Data acquisition and Methodology 6 Results 9 Digital Elevation Models and sedimentary balances 9 Wave data 14 Beach profiles 17 Discussion 20 Conclusion 22 References 22 Annex I: Data required for estimate deepwater wave steepnes values following 25 Larson’s (1988) method and all the calculations needed Annex II: Data used to calculate the values on tables II and III 26 List of Tables Table I: Sedimentary balances by arcs and for the entire beach 10 Table II: Application of Larson’s (1988) criteria to classify bar/berm profiles 19 by arcs and months. Data required to calculate the type of profile are shown in annex I. Table III: Dean’s parameter for each arc of the beach by months and for the 19 two buoys we had taken data from. Data necessary to calculate this values are shown in annex II. -
The Driving Factors of Coastal Evolution Definitions and Context
12/07/2013 Definitions and context Bourail, New Caledonia, M.Garcin 2012 o The coast is the interface between ocean and lands in consequence the The driving factors of coastal coast is under the influences of • marine processes Woodroffe 2003 • continental processes evolution • human communities Toward a systemic approach o The coast evolves at different nested timescales : from geological time scale M. Garcin With contribution from (pluri‐millennia), historical time scale G. Le Cozannet New Caledonia, M.Garcin 2012 (centuries, decadal), event time scale (few hours to few days) to physical process (hours, minutes, seconds…) e.g. Woodroffe 2003, Coco & Murray 2007 Coastal mobility a response to forcing factors • Climate change does not only Raiatéa, French Polynesia, M.garcin 2006 affect sea level but others parameters like : • If, at least a marine or a continental variable – air and sea temperatures, evolves, the coast tempts to adapts to this new – atmospheric and oceanic circulations etc. Coastal retreat condition – all these parameters affect the CL0 CL1 ocean, as well as lands and SL0 : Sea level at t0 • Characterization of the pluri‐decadal coastal SL1 : Sea level at T1 SL1 societies…and thus the coasts Sea Level Rise CL0 : Coastline at T0 mobility is relatively easy, but identifying the SL0 CL1 : Coastline at T1 cause(s) of this mobility is not trivial • Impact of CC to coastline change can’t be reduced to a simple • The present question is: what is (and will be) the mechanistic projection of sea level impact of climatic sea level rise on coasts ? landward The question is: Why it’s impossible to directly assign a new coastline to a given variation of the sea level? Other External geodynamics processes Biological processes Anthropogenic Coastal Climate change actions and changes impacts Forcing Factor: The Climate The 5 main families of forcing factors Internal geodynamics processes Erosion, accretion, • Coastal changes is transport.. -
Annexe a Travaux De Rechargement En Sable De La Plage Sud De Soulac
16/07/2018 02/08/2018 2018-6920 ANNEXE A TRAVAUX DE RECHARGEMENT EN SABLE DE LA PLAGE SUD DE SOULAC-SUR-MER STRATEGIE DE GESTION DU PHENOMENE D…EROSION La Cdc a réalisé entre 2012 et 2014 sa stratégie locale de gestion du phénomène d…érosion sur le secteur allant de la pointe de la Négade (Soulac-sur-Mer ! la jetée de Grave (Verdon-sur- Mer (&1', &2' et &3' . S…appuyant sur ces documents, la Cdc au, c-tés des services de l….tat a pu engager en urgence suite ! l…hiver 2013-2014 des travau, de confortement sur ses ouvrages en enrochements (épi 0arri1uand, musoir sud de la digue de l…2mélie . Ces travau,, réalisés par l…entreprise G3INTOLI sous Ma7trise d…8uvre CR.OC.2N, donnent aujourd…hui entière satisfaction. Le Comité Techni1ue du 23 mai 2018 a permis de réunir l…ensemble des partenaires de la stratégie locale afin de faire un point sur la situation du littoral et sur les deu, a,es majeurs de la stratégie restant ! mettre en 8uvre ! savoir : • La réductio de la vul érabilité du littoral par le repli des e jeu( situés da s la ba de la plus proche du littoral . 2 ce titre, la commune de Soulac-sur-Mer a procédé ! l…ac1uisition en février 2018 de la propriété Fétis en vue du désamiantage puis de la démolition des b>timents mena?ant de s…effondrer sur le DAM. 2u printemps 2019, la Cdc procédera ! la démolition puis l…évacuation de la protection du camping les Sables d…2rgent située illégalement sur le DAM (carte nC1 , • Le ré-e sableme t massif e sable du littoral afi de lutter de ma i,re douce co tre le phé om, e d…érosio . -
Palaeo-Environmental Study Area P17 the Atlantic Coast, North Médoc, France
Palaeo-environmental Study Area P17 The Atlantic Coast, North Médoc, France PALAEO-ENVIRONMENTAL STUDY AREA P17 THE ATLANTIC COAST, NORTH MÉDOC, FRANCE Plate P17 Palaeo-environmental investigations on the shore near Soulac-sur-Mer, Atlantic Coast, France LOCATION Geographical description (Figure P17.1) The Aquitaine coast (Plate P17) is a 240 Km long low coast, bordering the Bay of Biscay in southwestern France. Between the mouth of the Gironde Estuary, in the north, and the mouth of the Adour river, in the south, this represents 5% (and the least protected part) of the total length of the French coastline. The coast is bordered inland by a forested complex of Holocene dune systems, isolating several coastal lakes. This long beach-dune sandy barrier is only interrupted by the inlet of the Arcachon lagoon and, towards the south, by the mouths of minor channels draining coastal lakes and know locally as "courants". The area of land containing the dunes is known as ‘’Les Landes de Gascogne’’. The distribution of dunes differs along the coast. In the north crescentric or barchan dunes are dominant, whilst parabolics occur in the centre and increase in importance towards the south. All the dunes formed under a predominant wind direction of 280 N. Historical records show that the rates of erosion vary along the Atlantic coast, ranging from 1,0- 2,0 meters per years in the northern part of the area (5-10 meters per years close to the Gironde mouth), to 0,2-1,0 meters per years in the southern section. 1.2 Coastal description The northern part of the Aquitaine Coast is the a continuous sandy coast, bordered by linear foredune which is maintained artificially by the Forestry Service (O.N.F-Office National des Forêts).