Study of the Vulnerability and Adaptation to Climate Change of Coastal Areas in Public Disclosure Authorized Senegal
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“Dangerous Vagabonds”: Resistance to Slave
“DANGEROUS VAGABONDS”: RESISTANCE TO SLAVE EMANCIPATION AND THE COLONY OF SENEGAL by Robin Aspasia Hardy A dissertation submitted in partial fulfillment of the requirements for the degree of Doctor of Philosophy in History MONTANA STATE UNIVERSITY Bozeman, Montana April 2016 ©COPYRIGHT by Robin Aspasia Hardy 2016 All Rights Reserved ii DEDICATION PAGE For my dear parents. iii TABLE OF CONTENTS 1. INTRODUCTION .................................................................................................... 1 Historiography and Methodology .............................................................................. 4 Sources ..................................................................................................................... 18 Chapter Overview .................................................................................................... 20 2. SENEGAL ON THE FRINGE OF EMPIRE.......................................................... 23 Senegal, Early French Presence, and Slavery ......................................................... 24 The Role of Slavery in the French Conquest of Senegal’s Interior ......................... 39 Conclusion ............................................................................................................... 51 3. RACE, RESISTANCE, AND PUISSANCE ........................................................... 54 Sex, Trade and Race in Senegal ............................................................................... 55 Slave Emancipation and the Perpetuation of a Mixed-Race -
Gorée: Island of Memories
GOREE ISLAND OF MEMORIES GOREE ISLAND OF MEMORIES Unesco The designations employed and the presentation of material throughout this publication do not imply the expression of any opinion whatsoever on the part of Unesco concerning the legal status of any country territory, city or area or of its authorities, or concerning the delimitation of its frontiers or boundaries. Published in 1985 by the United Nations Educational, Scientific and Cultural Organization, 7 place de Fontenoy, 75700 Paris Printed by L. Vanmelle, Ghent, Belgium ISBN 92-3-102348-9 French edition 92-3-202348-2 © Unesco 1985 Printed in Belgium PREFACE Scarely have the lights of Dakar dimmed on the horizon than the launch puts in at the little harbour of Gorée. Half an hour has passed, just long enough for the sea-breeze to smooth away, as if by magic, the lines of fatigue from the faces of travellers Gorée, island of serenity, awaits us. And yet Gorée holds memories of the infamous trade that once condemned thousands of the sons and daughters of Africa if not to death, then to an exile from which none returned. The rays of the morning sun turn the facades to bronze. Each has its story to tell, confusing all sense of where we are ; in a single narrow street we pass a building, a courtyard, a stairway, a door or a set of architectural features that remind us of Amsterdam, Oporto, Seville, Saint Tropez, New Orleans, Nantes, Brooklyn and perhaps even Damascus. But if Gorée were merely a succession of architectural images, it would be but a stage set. -
GEOTEXTILE TUBE and GABION ARMOURED SEAWALL for COASTAL PROTECTION an ALTERNATIVE by S Sherlin Prem Nishold1, Ranganathan Sundaravadivelu 2*, Nilanjan Saha3
PIANC-World Congress Panama City, Panama 2018 GEOTEXTILE TUBE AND GABION ARMOURED SEAWALL FOR COASTAL PROTECTION AN ALTERNATIVE by S Sherlin Prem Nishold1, Ranganathan Sundaravadivelu 2*, Nilanjan Saha3 ABSTRACT The present study deals with a site-specific innovative solution executed in the northeast coastline of Odisha in India. The retarded embankment which had been maintained yearly by traditional means of ‘bullah piling’ and sandbags, proved ineffective and got washed away for a stretch of 350 meters in 2011. About the site condition, it is required to design an efficient coastal protection system prevailing to a low soil bearing capacity and continuously exposed to tides and waves. The erosion of existing embankment at Pentha ( Odisha ) has necessitated the construction of a retarded embankment. Conventional hard engineered materials for coastal protection are more expensive since they are not readily available near to the site. Moreover, they have not been found suitable for prevailing in in-situ marine environment and soil condition. Geosynthetics are innovative solutions for coastal erosion and protection are cheap, quickly installable when compared to other materials and methods. Therefore, a geotextile tube seawall was designed and built for a length of 505 m as soft coastal protection structure. A scaled model (1:10) study of geotextile tube configurations with and without gabion box structure is examined for the better understanding of hydrodynamic characteristics for such configurations. The scaled model in the mentioned configuration was constructed using woven geotextile fabric as geo tubes. The gabion box was made up of eco-friendly polypropylene tar-coated rope and consists of small rubble stones which increase the porosity when compared to the conventional monolithic rubble mound. -
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 -
Shore Protection by Offshore Breakwaters
l§lHydraulics Research Wallingford SHORE PROTECTION BY OFFSHORE BREAKWATERS A H Brampton Ph .D J V Smallman Ph.D Report No SR 8 July 1985 Registered Office: Hydraulics Research Limited, Wallingford, Oxfordshire OX 10 8BA. Telephone: 0491 35381. Telex: 848552 Thi s report describes work carri ed out wi thin the research programme Commission B for the Ministry of Agriculture, Fisheri es and Food . The study was carri ed ou t in the Coas tal Processes Sect ion of the Mari time Engineering Department of Hydraulics Research . The departmental nominated officer is Mr A Alli son . The Company's nominated project officer is Dr S W Huntington. The report is publi s hed on behalf of MAFF but any op inions expressed are not necessarily those of the Ministry . C Crown copyri ght 19 85 ABSTRACT This report reviews the information available for the design and use of offshore breakwaters in shore protection. As an introduction to the subject the physical processes occurring in the lee of an offshore breakwater are described with reference to natural examples. This is followed by a survey of case histories, and mathematical and physical modelling techniques for offshore breakwaters. Some of the methods which are available for the design of a breakwater system are reviewed. Possible future developments in the design process are described, and the areas in which further research on the effects of offshore breakwaters is required are highlighted. CONTENTS Page EXECUTIVE SUMMARY 1 INTRODUCTION 1 2 OFFSHORE BREAKWATERS - THE PHYSICAL PROCESSES 2 2.1 Natural Examples 2 2.2 Physical processes 4 3 LITERATURE STUDY 6 3.1 Review of case histories 6 3.2 Physical model studies 10 3 .3 Ma thematical model studies 16 4 DESIGN METHODS FOR AN OFFSHORE BREAKWATER SYSTEM 19 4.1 Developing the initial design 19 4.2 Methods for improving the breakwa ter design 22 5 FUTURE DEVELOPMENT 26 6 CONCLUS IONS AND RECOMMENDATIONS 28 7 ACKNOWLEDGE MENTS 29 8 REFERENCES 30 FIGURES PLATES EXECUTIVE SUMMARY 1. -
Senegal: Dakar-Diamniadio Highway Construction Project
AFRICAN DEVELOPMENT FUND SENEGAL: DAKAR-DIAMNIADIO HIGHWAY CONSTRUCTION PROJECT SUMMARY REPORT OF THE ENVIRONMENTAL AND SOCIAL IMPACT ASSESSMENT INFRASTRUCTURE DEPARTMENT (OINF) TRANSPORTATION UNIT (OINF.1) SEPTEMBER 2008 TABLE OF CONTENTS ABBREVIATIONS................................................................................................................................... I 1. INTRODUCTION.......................................................................................................................... 1 2. PROJECT DESCRIPTION AND JUSTIFICATION ........................................................................ 1 3. POLITICAL FRAMEWORK AND LEGAL AND ADMINISTRATIVE FRAMEWORK .................. 2 4. DESCRIPTION OF THE PROJECT ENVIRONMENT................................................................... 4 5. ALTERNATIVES TO THE PROJECT ........................................................................................... 6 6. POTENTIAL IMPACTS AND MITIGATION MEASURES ............................................................ 7 7. ENVIRONMENTAL AND SOCIAL MANAGEMENT PLAN ........................................................ 10 8. ENVIRONMENNTAL RISK MANAGEMENT ............................................................................. 12 9. MONITORING PROGRAMME .................................................................................................. 13 10. CONSULTATIONS WITH THE PUBLIC AND DISSEMINATION OF INFORMATION .............. 14 11. GENDER SITUATION ............................................................................................................... -
Statue Faidherbe
Une campagne à l’initiative de l’association Survie Nord à l’occasion du bicentenaire de la naissance de Louis Faidherbe le 3 juin 2018. En partenariat avec le Collectif Afrique, l’Atelier d’Histoire Critique, le Front uni des immigrations et des quartiers populaires (FUIQP), le Collectif sénégalais contre la célébration de Faidherbe . Consultez le site : faidherbedoittomber.org @ Abasfaidherbe Faidherbe doit tomber Faidherbe doit tomber ! Qui veut (encore) célébrer le “père de l’impérialisme français” ? p. 4 Questions - réponses (à ceux qui veulent garder Faidherbe) p. 6 Qui était Louis Faidherbe ? p. 9 Un jeune Lillois sans éclat Un petit soldat de la conquête de l’Algérie Le factotum des affairistes Le « pacificateur » du Sénégal Un technicien du colonialisme Un idéologue raciste Une icône de la République coloniale Faidherbe vu du Sénégal p. 22 Aux origines lointaines de la Françafrique p. 29 Bibliographie p. 34 Faidherbe doit tomber ! Qui veut (encore) célébrer le “ père de l’impérialisme français ” ? Depuis la fin du XIX e siècle, Lille et le nord de la France célèbrent perpétuellement la mémoire du gén éral Louis Faidherbe. Des rues et des lycées portent son nom. Des statues triomphales se dressent en son hommage au cœur de nos villes. Il y a là, pourtant, un scandale insup portable. Car Faidherbe était un colonialiste forcené. Il a massacré des milliers d’Africains au XIX e siècle. Il fut l’acteur clé de la conquête du Sénégal. Il défendit toute sa vie les théories racistes les plus abjectes. Si l’on considère que la colonisa tion est un crime contre l’humanité , il faut alors se rendre à l’évidence : celui que nos villes honorent quotidiennement est un criminel de haut rang. -
The Effects of Urban and Economic Development on Coastal Zone Management
sustainability Article The Effects of Urban and Economic Development on Coastal Zone Management Davide Pasquali 1,* and Alessandro Marucci 2 1 Environmental and Maritime Hydraulic Laboratory (LIAM), Department of Civil, Construction-Architectural and Environmental Engineering (DICEAA), University of L’Aquila, 67100 L’Aquila, Italy 2 Department of Civil, Construction-Architectural and Environmental Engineering (DICEAA), University of L’Aquila, 67100 L’Aquila, Italy; [email protected] * Correspondence: [email protected] Abstract: The land transformation process in the last decades produced the urbanization growth in flat and coastal areas all over the world. The combination of natural phenomena and human pressure is likely one of the main factors that enhance coastal dynamics. These factors lead to an increase in coastal risk (considered as the product of hazard, exposure, and vulnerability) also in view of future climate change scenarios. Although each of these factors has been intensively studied separately, a comprehensive analysis of the mutual relationship of these elements is an open task. Therefore, this work aims to assess the possible mutual interaction of land transformation and coastal management zones, studying the possible impact on local coastal communities. The idea is to merge the techniques coming from urban planning with data and methodology coming from the coastal engineering within the frame of a holistic approach. The main idea is to relate urban and land changes to coastal management. Then, the study aims to identify if stakeholders’ pressure motivated the Citation: Pasquali, D.; Marucci, A. deployment of rigid structures instead of shoreline variations related to energetic and sedimentary The Effects of Urban and Economic Development on Coastal Zone balances. -
The Impact of Submerged Breakwaters on Sediment Distribution Along Marsh Boundaries
water Article The Impact of Submerged Breakwaters on Sediment Distribution along Marsh Boundaries Iacopo Vona *, Matthew W. Gray and William Nardin Horn Point Laboratory, University of Maryland Center for Environmental Science, Cambridge, MD 21613, USA; [email protected] (M.W.G.); [email protected] (W.N.) * Correspondence: [email protected] Received: 7 February 2020; Accepted: 31 March 2020; Published: 2 April 2020 Abstract: Human encroachment and development on coastlines have led to greater amounts of armoring of shorelines. Breakwaters are a common feature along coastlines, which are used to dampen wave energy and protect shorelines from flash floods or overwash events. Although common, their effects on sediment transport and marsh geomorphology are poorly understood. To address this gap, our study quantifies the effects of breakwaters on sediment transport and marsh evolution under different wave regimes using Delft3D-SWAN, a dynamic geomorphodynamic numerical model. Model configurations used the same numerical domain, but scenarios had different sediments, waves, tides, basin slopes and breakwater distances from the shoreline to explore how waves and tidal currents shape coastal margins. Model results suggested breakwaters were responsible for an average wave damping between 10–50%, proportional to the significant wave height across all modeled scenarios. Shear stress at the beginning of the marsh and the volume of sediment deposited at the end of the simulation (into the marsh behind the breakwater) increased on average between 20–40%, proportional to the slope and distance of the breakwater from the shoreline. Sediment trapping, defined as the ratio between the volume of sediment housed into the salt marsh behind and away from the breakwater, was found to be less than 1 from most model runs. -
ENVIRONMENT in COASTAL ENGINEERING: DEFINITIONS and EXAMPLES** Cyril Galvin, M. ASCE* ABSTRACT in Current Usage, Environmental A
ENVIRONMENT IN COASTAL ENGINEERING: DEFINITIONS AND EXAMPLES** Cyril Galvin, M. ASCE* ABSTRACT In current usage, environmental aspects of coastal engineering design include aspects of ecology and aesthe- tics, as well as environment. In practice, the aspect of environment is a limited one, considering man's surround- ings, with the works of man left out. The increased consid- eration of environmental aspects over the past 15 years has brought real benefits to the coastal engineering profession, as well as obvious problems. One problem is a mythology of coastal processes that has become widely accepted. Priori- ties in coastal engineering design remain a structure that will last a useful lifetime and perform its intended func- tion without creating new problems. After satisfying these fundamental requirements, the structure should minimize ecological change, and fit pleasingly in its setting. INTRODUCTION Design and THE Environment. A coastal structure must remain standing when hit by the most severe waves, currents, and winds that can reasonably be expected during its intended lifetime. Waves, currents, and winds are basic elements of the physical environment. In this structural sense, good coastal engineering is always sensitive to the environment. But the designer who creates a structure that doesn't fall down has not necessarily solved a coastal problem. The structure must also perform a function, without creating significant new problems. it must reduce beach erosion, prevent flooding, maintain a channel, provide a quiet anchorage, convey liquids across the shore, or serve other functions. There are groins standing out at sea after the beach has eroded away; jetties exist that enclose a deposit of sand rather than a navigable waterway; some seawalls are regularly overtopped by moderate seas; water intakes are silted in. -
Harbor Protection Through Construction of Artificial Submerged Reefs
Harbor Protection through Construction of Artificial Submerged Reefs Amarjit Singh, Vallam Sundar, Enrique Alvarez, Roberto Porro, Michael Foley (www.hawaii.gov) 2 Outline • Background of Artificial Reefs • Multi-Purpose Artificial Submerged Reefs (MPASRs) ▫ Coastline Protection ▫ Harbor Protection • MPASR Concept for Kahului Harbor, Maui ▫ Situation ▫ Proposed Solution • Summary 3 Background First documented First specifically Artificial reefs in First artificial reef Artificial reefs in artificial reefs in designed artificial Hawaii– concrete/tire in Hawaii Hawaii – concrete Z- U.S. reefs in U.S. modules modules 1830’s 1961 1970’s 1985-1991 1991- Present • Uses • Materials ▫ Create Marine Habitat ▫ Rocks; Shells ▫ Enhance Fishing ▫ Trees ▫ Recreational Diving Sites ▫ Concrete Debris ▫ Surfing Enhancement ▫ Ships; Car bodies ▫ Coastal Protection ▫ Designed concrete modules ▫ Geosynthetic Materials 4 Multi-Purpose Artificial Submerged Reefs (MPASRs) Specifically designed artificial reef which can provide: • Coastline Protection or Harbor Protection ▫ Can help restore natural beach dynamics by preventing erosion ▫ Can reduce wave energy transmitted to harbor entrances • Marine Habitat Enhancement ▫ Can provide environment for coral growth and habitat fish and other marine species. ▫ Coral can be transplanted to initiate/accelerate coral growth • Recreational Uses ▫ Surfing enhancement: can provide surfable breaking waves where none exist ▫ Diving/Snorkeling: can provide site for recreational diving and snorkeling 5 MPASRs as Coastal Protection Wave Transmission: MPASRs can reduce wave energy transmitted to shoreline. Kt = Ht/Hi K = H /H t t i Breakwater K = wave transmission t Seabed coefficient, (Pilarczyk 2003) Ht= transmitted wave height shoreward of structure Hi = incident wave height seaward of structure. 6 MPASRs as Coastal Protection • Wave Refraction: MPASR causes wave refraction around the reef, focusing wave energy in a different direction. -
Coastal Risk Assessment for Ebeye
Coastal Risk Assesment for Ebeye Technical report | Coastal Risk Assessment for Ebeye Technical report Alessio Giardino Kees Nederhoff Matthijs Gawehn Ellen Quataert Alex Capel 1230829-001 © Deltares, 2017, B De tores Title Coastal Risk Assessment for Ebeye Client Project Reference Pages The World Bank 1230829-001 1230829-00 1-ZKS-OOO1 142 Keywords Coastal hazards, coastal risks, extreme waves, storm surges, coastal erosion, typhoons, tsunami's, engineering solutions, small islands, low-elevation islands, coral reefs Summary The Republic of the Marshall Islands consists of an atoll archipelago located in the central Pacific, stretching approximately 1,130 km north to south and 1,300 km east to west. The archipelago consists of 29 atolls and 5 reef platforms arranged in a double chain of islands. The atolls and reef platforms are host to approximately 1,225 reef islands, which are characterised as low-lying with a mean elevation of 2 m above mean sea leveL Many of the islands are inhabited, though over 74% of the 53,000 population (2011 census) is concentrated on the atolls of Majuro and Kwajalein The limited land size of these islands and the low-lying topographic elevation makes these islands prone to natural hazards and climate change. As generally observed, small islands have low adaptive capacity, and the adaptation costs are high relative to the gross domestic product (GDP). The focus of this study is on the two islands of Ebeye and Majuro, respectively located on the Ralik Island Chain and the Ratak Island Chain, which host the two largest population centres of the archipelago.