Dissertations / Theses on the topic 'Coastal vulnerability'
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Mendoza, Ponce Ernesto Tonatiuh. "Coastal Vulnerability to Storms in the Catalan Coast." Doctoral thesis, Universitat Politècnica de Catalunya, 2008. http://hdl.handle.net/10803/6402.
Full textThis work presents a methodological framework for the estimation of coastal vulnerability to storm impacts at two scales, regional and local. It estimates the physical coastal vulnerability through the quantification of two components: erosion and flooding. Afterwards the two elements are integrated into the so called Coastal Vulnerability Index. The methodological process covers the following steps: (i) storm classification, (ii) evaluation of the induced beach response -flood and erosion-, (iii) coastal zone characterization, (iv) definition of a coastal vulnerability index to storms and (v) assessment of the coastal vulnerability. These steps have been derived and applied to the Catalan coast (NW Spanish Mediterranean) and can be adapted to other coasts. The obtained results can be used by coastal managers in an easy manner to identify sensitive coastal stretches for a given storm class and the induced processes (flooding, erosion or combination of both) with the purpose to take actions and mitigate these impacts.
Griffiths, Chevon. "Climate change and coastal vulnerability: application of vulnerability assessment methodologies in two coastal communities in South Africa." Master's thesis, University of Cape Town, 2016. http://hdl.handle.net/11427/22970.
Full textClouston, Beth. "Review of coastal vulnerability assessment for coastal zone management in metropolitan Adelaide /." Title page, contents and abstract only, 1995. http://web4.library.adelaide.edu.au/theses/09ENV/09envc647.pdf.
Full textRenaud, Alexander D. "Chesapeake Coastal Community Flood Vulnerability--Prediction and Verification." W&M ScholarWorks, 2016. https://scholarworks.wm.edu/etd/1539617962.
Full textLacambra-Segura, Carmen Liliana. "Ecosystem-inclusive coastal vulnerability assessment in tropical Latin America." Thesis, University of Cambridge, 2010. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.608842.
Full textBosom, García Eva. "Coastal vulnerability to storms at different time scales: application to the Catalan coast." Doctoral thesis, Universitat Politècnica de Catalunya, 2014. http://hdl.handle.net/10803/277381.
Full textLos temporales pueden causar daños importantes en la costa, tanto a nivel económico como ambiental. En consecuencia, durante los últimos años se ha destacado la importancia de incluir estimaciones de la magnitud de los procesos y de la vulnerabilidad en las políticas costeras, de forma que los gestores puedan tomar decisiones informadas para aplicar planes de mitigación y/o adaptación. El principal objetivo de esta tesis es desarrollar una metodología que permita evaluar, cuantitativamente, la vulnerabilidad de la costa al impacto de temporales para diferentes escalas de tiempo, considerando por separado los principales procesos implicados (inundación y erosión). En este trabajo, la vulnerabilidad se define como el potencial de un sistema costero a ser dañado, por lo que se ha cuantificado comparando la magnitud de los procesos con la capacidad de adaptación de la costa. La metodología propuesta se basa en una aproximación probabilística en la que las series temporales de intensidad de los procesos se ajustan a una distribución de valores extremos. En consecuencia, tanto la magnitud de los procesos como la vulnerabilidad se asocian a una probabilidad de ocurrencia en vez de a un evento determinado. El gestor debe decidir la probabilidad de ocurrencia a tener en cuenta en el análisis, la cual determinará el periodo de retorno (Tr). Una vez seleccionado el periodo de retorno, se crean indicadores de vulnerabilidad que comparan la magnitud del proceso con la capacidad de respuesta de la playa de forma independiente para erosión e inundación. La vulnerabilidad final se formula en términos de estas dos variables intermedias por medio de una función lineal que va desde un valor mínimo de 0 (estado óptimo) a un máximo de 1 (estado de fallida), definiendo 5 categorías cualitativas. En este caso, estos umbrales se han definido considerando la función de protección de la playa. Para evaluar las variaciones temporales de la vulnerabilidad, se han analizado los cambios en la capacidad de adaptación de la costa frente al impacto de temporales inducidos por los efectos de otros procesos costeros. Considerando las características de la zona de estudio, la erosión debida a los gradientes en el transporte longitudinal de sedimentos (LST) y la erosión y e inundación causadas por la subida relativa del nivel del mar (RSLR) han sido seleccionados como los principales procesos que actúan a medio y largo plazo respectivamente. La erosión/acreción debida al LST se ha determinado mediante tasas de evolución costera, mientras que para caracterizar la erosión e inundación debidas a la RSLR se ha utilizado una combinación de distintos escenarios de nivel del mar y subsidencia. La metodología se ha aplicado a la mayor parte de la costa sedimentaria (219 km) de Cataluña (Mediterráneo noroeste). Los resultados obtenidos para un Tr= 50 años muestran porcentajes similares de costa sujeta a alta o muy alta vulnerabilidad a los dos procesos. Sin embargo, el incremento de vulnerabilidad debido a la contribución del LST y la RSLR es ligeramente mayor en el caso de la erosión. En general, los cambios inducidos por la RSLR son menores que los obtenidos considerando solo el LST. La contribución de la RSLR se detecta a escalas de tiempo mayores y es mayor en la parte sur de la costa catalana. Esto se debe a la presencia de playas disipativas con pendientes muy suaves y a la potencialmente significativa subsidencia del delta del Ebro. La contribución del LST no parece afectar a ningún tipo concreto de playa. Finalmente, este método permite identificar los puntos más vulnerables de la costa considerando la respuesta dinámica del sistema a lo largo del tiempo. Esta información es relevante para los gestores en cuanto a la organización de los recursos disponibles. Además, su versatilidad permite tanto actualizar los resultados en función de la información disponible sobre los procesos y la geomorfología costera, como aplicarlo fácilmente a otras regiones.
Moura, Marisa Ribeiro. "Coastal dynamics and vulnerability to the coastal erosion of the cities Caucaia and Aquiraz, CearÃ." Universidade Federal do CearÃ, 2012. http://www.teses.ufc.br/tde_busca/arquivo.php?codArquivo=8712.
Full textThe coastal plains are one of the most fragile ecosystems known, however, have the highest rate of use, occupation, urbanization and population density in the world. This fact demonstrates the need to require specific studies in this area so that your planning is done sustainably. Thus, the present thesis held in the coastal municipalities of Caucaia and Aquiraz, CearÃ, located in the metropolitan region of Fortaleza, aimed to analyze the socio-environmental dynamics of the coastal zone, assessing the levels of vulnerability to erosion of the site. The methodology was performed by monitoring the 12 points marked, in which they were made, field work with the realization of profiles transverse, measurements of height, period and direction of waves and sediment samples collected in the beach zone, dunes and frontal dunes to back morphoscopy and analysis granulometric, and survey data such as winds, rainfall, currents, temperature and tidal fluctuations. According to the results given that the coastal area studied had almost entirely, urbanization and occupation by tourist activities, and this in some specific environments have lower intensity due to unattractive and/or speculation has yet to be inserted so active on the beach. The evolution of the urban city of Caucaia occurred more intensely compared to the occupation of Aquiraz, even the latter has a history older than the first city, a fact proven by the characteristics social and economic. In the oceanographic aspects there was tidal amplitudes monthly maximum 3.1 minimum 2,3 m. In Caucaia the wave height ranged from 0,60 m to 2,10 m Aquiraz a variation of 1,5 m and 0,50 m wave predominance of type sea. The morphoscopy identified in dune environments and beach sediments matte and shiny, which demonstrate the existence of interaction between environments underwater and wind transport. As the modal states, the coast of Caucaia characterized by beaches with a tendency to intermediate stages, resulting in certain periods of the year in the reflective beach stages in Iparana and dissipative stages in Pacheco and IcaraÃ. Already in Aquiraz modal stages were also characterized by beaches tend to intermediate stages, only in getting internships reflective stages in Iguape. It was confirmed the retreat of the shoreline around the coastline studied based on the program DSAS 4.2, with rates ranging from -4,10 m/year to 0,35 m/year in Caucaia and -1,4 m/year to -0,25 m/year in Aquiraz. In view of the foregoing it was found that the coast of Caucaia showed average to high vulnerability to erosion taking place as a major problem in the forms of use and occupancy of interaction between environments of the coastal zone, while in Aquiraz was low to high along its entire length, with the most problematic areas of real estate speculation should be preserved. These implications may clarify why the erosion processes are more intense in coastal Caucaia in relation to coastal Aquiraz, mainly because of the position of the coastline, that is, how the elements studied oceanographic reached the coast, in the case, in coastal Caucaia these are much more intenseIt is concluded that, in comparative diagnosis of the two cities through the methodologies, the erosion indicators, the categories and morphodynamics that, the vulnerability to coastal together with conditions receding coast line and reduced sediment supply, is related mainly with the evolution of the occupation, the use and the forms of dynamic coastal area.
As planÃcies litorÃneas sÃo um dos ecossistemas mais frÃgeis conhecidos, que, no entanto, apresentam o maior Ãndice de uso, ocupaÃÃo, urbanizaÃÃo e densidade demogrÃfica em todo o mundo. Tal fato demonstra a necessidade dessa Ãrea requerer estudos especÃficos para que seu ordenamento seja feito de forma sustentÃvel. Dessa forma, a presente tese, realizada no litoral dos municÃpios de Caucaia e Aquiraz, CearÃ, localizados na regiÃo metropolitana de Fortaleza, teve como objetivo analisar a dinÃmica socioambiental da zona costeira, avaliando os Ãndices de vulnerabilidade à erosÃo do local. A metodologia foi realizada por meio do monitoramento de 12 pontos demarcados, nos quais foram feitos, trabalhos de campo com a realizaÃÃo de perfis transversais, mediÃÃes da altura, perÃodo e direÃÃo das ondas e coletas de amostras de sedimentos na faixa praial e campos de dunas mÃveis e frontais para posterior anÃlise granulomÃtrica e morfoscopia e levantamentos de dados como ventos, pluviometria, correntes, temperatura e oscilaÃÃes das marÃs. Nos resultados obtidos conferiu-se que, a zona costeira estudada apresentou em quase sua totalidade, ocupaÃÃo por urbanizaÃÃo e atividades turÃsticas, tendo esta em alguns pontos especÃficos menor intensidade devido possuir ambientes sem atrativos e/ou a especulaÃÃo imobiliÃria ainda nÃo ter se inserido de forma na praia. A evoluÃÃo urbana do municÃpio de Caucaia se deu de forma mais intensa se comparada à ocupaÃÃo de Aquiraz, mesmo esta Ãltima tendo um histÃrico mais antigo que a do primeiro municÃpio, fato comprovado pelas caracterÃsticas sociais e econÃmicas locais. Nos aspectos oceanogrÃficos verificou-se amplitudes de marÃs mensais com mÃximas de 3,1 m e mÃnimas de 2,3 m. Em Caucaia a altura da onda variou de 0,60 m a 2,10 m e em Aquiraz apresentou variaÃÃo de 1,5 m e 0,50 m e predominÃncia de ondas do tipo sea. A morfoscopia identificou nos ambientes dunares e praiais sedimentos foscos e brilhosos, o que constata a existÃncia da interaÃÃo entre ambientes de transportes eÃlicos e subaquÃticos. Conforme os estados modais, o litoral de Caucaia caracterizou-se com praias de tendÃncia a estÃgios intermediÃrios, obtendo em certos perÃodos do ano estÃgios reflexivos na praia de Iparana e estÃgios dissipativos nas praias de Pacheco e IcaraÃ. Jà em Aquiraz os estÃgios modais tambÃm caracterizaram-se por praias de tendÃncia a estÃgios intermediÃrios, obtendo estÃgios reflexivos apenas na praia do Iguape. Confirmou-se o recuo da linha de costa em todo o litoral analisado, com base no programa DSAS 4.2, com taxas entre -4,10 m/ano a 0,35 m/ano em Caucaia e de -1,4 a -0,25 em Aquiraz. Diante do que foi exposto constatou-se que o litoral de Caucaia apresentou vulnerabilidade mÃdia à alta à erosÃo tendo como problema maior no local as formas de uso e ocupaÃÃo dos ambientes de interaÃÃo entre a zona costeira, enquanto que em Aquiraz foi de baixa à alta em toda sua extensÃo, tendo como problemÃtica maior a especulaÃÃo imobiliÃria de Ãreas que deveriam ser preservadas. Tais implicaÃÃes podem esclarecer o porquà dos processos erosivos serem mais intensos no litoral de Caucaia em relaÃÃo ao litoral de Aquiraz, principalmente por causa da posiÃÃo da linha de costa, isto Ã, da forma como os elementos oceanogrÃficos chegam à costa estudada, no caso, no litoral de Caucaia estes sÃo bem mais intensos. Conclui-se que, no diagnÃstico comparativo dos dois municÃpios por meio das metodologias, dos indicadores erosivos e das categorizaÃÃes morfodinÃmicas que a vulnerabilidade costeira, em conjunto com as condiÃÃes de recuo da linha costa e a diminuiÃÃo do suprimento sedimentar, està relacionada, sobretudo, com a evoluÃÃo da ocupaÃÃo, das formas de uso e da dinÃmica costeira da Ãrea.
Ozyurt, Gulizar. "Vulnerability Of Coastal Areas To Sea Level Rise: A Case Study On Goksu Delta." Master's thesis, METU, 2007. http://etd.lib.metu.edu.tr/upload/12608146/index.pdf.
Full textCVI (SLR) of a region to sea level rise using indicators of impacts of sea level rise which use commonly available data are developed. The results of the matrix and the index enable decision makers to compare and rank different regions according to their vulnerabilities to sea level rise, to prioritize impacts of sea level rise on the region according to the vulnerability of the region to each impact and to determine the most vulnerable parameters for planning of adaptation measures to sea level rise. The developed coastal vulnerability assessment model is used to determine the vulnerability of Gö
ksu Delta (Specially Protected Area), Mersin that has unique geological, ecological and socio-economical properties which are protected and recognized by both national and international communities.
Lickley, Megan Jeramaz. "The vulnerability of U.S. coastal energy infrastructure under climate change." Thesis, Massachusetts Institute of Technology, 2012. http://hdl.handle.net/1721.1/78496.
Full textCataloged from PDF version of thesis.
Includes bibliographical references (p. 75-77).
The 2005 hurricane season was particularly damaging to the United States, contributing to significant losses to energy infrastructure -much of it a result of flooding from storm surges during hurricanes Katrina and Rita. Previous research suggests that these events are not isolated, but rather foreshadow a risk that is to continue and likely increase with a changing climate (17). Since extensive energy infrastructure exists along the U.S. Atlantic and Gulf coasts, these facilities are exposed to an increasing risk of flooding. We study the combined impacts of anticipated sea level rise, hurricane activity, and subsidence on energy infrastructure in these regions with a first application to Galveston Bay. Using future climate conditions as projected by four different Global Circulation Models (GCMs), we model the change in hurricane activity from present day climate conditions in response to a climate projected in 2100 under the IPCC A l B emissions scenario using hurricane analysis developed by Emanuel (5). We apply the results from hurricane runs from each model to the SLOSH model (Sea, Lake and Overland Surges from Hurricanes) (19) to investigate the change in frequency and distribution of surge heights across climates. Further, we incorporate uncertainty surrounding the magnitude of sea level rise and subsidence, resulting in more detailed projections of risk levels for energy infrastructure over the next century. With a detailed understanding of energy facilities' changing risk exposure, we conclude with a dynamic programming cost-benefit analysis to optimize decision making over time as it pertains to adaptation.
by Megan Jeramaz Lickley.
S.M.in Technology and Policy
Kelman, Ilan. "Physical flood vulnerability of residential properties in coastal, eastern England." Thesis, University of Cambridge, 2003. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.619656.
Full textColeman, Daniel J. "The Role Of Suspended Sediment In Assessing Coastal Wetland Vulnerability." W&M ScholarWorks, 2020. https://scholarworks.wm.edu/etd/1593091737.
Full textHayes, Matthew Brendan. "Assessing the vulnerability of Delaware's coastal bridges to hurricane forces." Access to citation, abstract and download form provided by ProQuest Information and Learning Company; downloadable PDF file, 77 p, 2009. http://proquest.umi.com/pqdweb?did=1654493681&sid=1&Fmt=2&clientId=8331&RQT=309&VName=PQD.
Full textOzyurt, Gulizar. "Fuzzy Vulnerability Assessment Model Of Coastal Areas To Sea Level Rise." Phd thesis, METU, 2010. http://etd.lib.metu.edu.tr/upload/12612653/index.pdf.
Full textksu, Gö
cek and Amasra regions of Turkey that have different geological, ecological and socio-economical properties. The results of the site studies show that Gö
ksu has high vulnerability, Gö
cek has moderate vulnerability and Amasra shows low vulnerability to sea level rise. These results are in accordance with the general literature on impacts of sea level rise at different geomorphological coastal areas thus the applicability of fuzzy vulnerability assessment model (FCVI) to coastal areas is validated.
Kantamaneni, Komali. "Assessing coastal vulnerability : development of a combined physical and economic index." Thesis, University of Wales Trinity Saint David, 2017. http://repository.uwtsd.ac.uk/739/.
Full textBrowning, Trevor Nulton. "Assessing Vulnerability to Watershed Erosion and Coastal Deposition in the Tropics." The Ohio State University, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=osu1586964925152273.
Full textMalherbe, Willem Stefanus. "The identification of key vulnerability components within Solomon Islands coastal communities." Thesis, Rhodes University, 2017. http://hdl.handle.net/10962/6827.
Full textJiang, Fan. "Three Essays on the Behavioral Responses to Coastal Hazards and Vulnerability." FIU Digital Commons, 2018. https://digitalcommons.fiu.edu/etd/3759.
Full textMcLaughlin, Suzanne. "Assessment and development of a coastal vulnerability index for Northern Ireland employing GIS techniques." Thesis, University of Ulster, 2001. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.232860.
Full textRahman, Mohammad Aminur. "Impact of structural development projects on vulnerability of coastal communities to disaster." Thesis, Queensland University of Technology, 2019. https://eprints.qut.edu.au/132705/1/Mohammad_Rahman_Thesis.pdf.
Full textPercival, Sarah. "Portsmouth coastal flood vulnerability and risk : assessment and mapping of impacts at microscale." Thesis, University of Portsmouth, 2016. https://researchportal.port.ac.uk/portal/en/theses/portsmouth-coastal-flood-vulnerability-and-risk(f5763d1b-6938-45df-aa0c-7290d1c01b67).html.
Full textUnguendoli, Silvia <1987>. "Propagation of uncertainty across modeling chains to evaluate hydraulic vulnerability in coastal areas." Doctoral thesis, Alma Mater Studiorum - Università di Bologna, 2018. http://amsdottorato.unibo.it/8599/1/Unguendoli_Silvia_Tesi.pdf.
Full textPavel, Md Tanvir. "Three Essays on Managing Extreme Weather Events and Climatic Shocks in Developing and Developed Countries." FIU Digital Commons, 2018. https://digitalcommons.fiu.edu/etd/3797.
Full textMostofi, Camare Hooman. "Multicriteria Decision Evaluation of Adaptation Strategies for Vulnerable Coastal Communities." Thèse, Université d'Ottawa / University of Ottawa, 2011. http://hdl.handle.net/10393/20112.
Full textO'Brien, Patrick S. "A Framework for the Analysis of Coastal Infrastructure Vulnerability under Global Sea Level Rise." Thesis, Colorado State University, 2018. http://pqdtopen.proquest.com/#viewpdf?dispub=10639192.
Full textThe assumption of hydrologic stationarity has formed the basis of coastal design to date. At the beginning of the 21st century, the impact of climate variability and future climate change on coastal water levels has become apparent through long term tide gauge records, and anecdotal evidence of increased nuisance tidal flooding in coastal areas. Recorded impacts of global sea rise on coastal water levels have been documented over the past 100 to 150 years, and future water levels will continue to change at increasing, unknown rates, resulting in the need to consider the impacts of these changes on past coastal design assumptions. New coastal infrastructure plans, and designs should recognize the paradigm shift in assumptions from hydrologic stationarity to non-stationarity in coastal water levels. As we transition into the new paradigm, there is a significant knowledge gap which must address built coastal infrastructure vulnerability based on the realization that the underlying design assumptions may be invalid.
A framework for the evaluation of existing coastal infrastructure is proposed to effectively assess vulnerability. The framework, called the Climate Preparedness and Resilience Register (CPRR) provides the technical basis for assessing existing and future performance. The CPRR framework consists of four major elements: (1) datum adjustment, (2) coastal water levels, (3) scenario projections and (4) performance thresholds. The CPRR framework defines methodologies which: (1) adjust for non-stationarity in coastal water levels and correctly make projections under multiple scenarios; (2) account for past and future tidal to geodetic datum adjustments; and (3) evaluate past and future design performance by applying performance models to determine the performance thresholds. The framework results are reproducible and applicable to a wide range of coastal infrastructure types in diverse geographic areas.
The framework was applied in two case studies of coastal infrastructure on the east and west coasts of the United States. The east coast case study on the Stamford Hurricane Barrier (SHB) at Stamford CT, investigated the navigation gate closures of the SHB project. The framework was successfully applied using two performance models based on function and reliability to determine the future time frame at which relative sea level rise (RSLR) would cause Navigation Gate closures to occur once per week on average or 52 per year. The closure time analysis also showed the impact of closing the gate earlier to manage internal drainage to the Harbor area behind the Stamford Hurricane Barrier. These analyses were made for three future sea level change (SLC) scenarios.
The west coast case study evaluated four infrastructure elements at the San Francisco Waterfront, one building and three transportation elements. The CPRR framework applied two performance models based on elevation and reliability to assess the vulnerability to flooding under four SLC scenarios. An elevation-based performance model determined a time horizon for flood impacts for king tides, 10 and 100-year annual exceedance events. The reliability-based performance model provided a refinement of results obtained in the elevation-based model due to the addition of uncertainty to the four infrastructure elements.
The CPRR framework and associated methodologies were successfully applied to assess the vulnerability of two coastal infrastructure types and functions in geographically diverse areas on the east and west coasts of the United States.
Kaiser, Gunilla [Verfasser]. "Risk and vulnerability analysis to coastal hazards : an approach to integrated assessment / Gunilla Kaiser." Kiel : Universitätsbibliothek Kiel, 2008. http://d-nb.info/1019744545/34.
Full textGomez, Maria. "Modeling Coastal Vulnerability for Insight into Mangrove and Coral Reef Conservation Efforts in Cuba." BYU ScholarsArchive, 2018. https://scholarsarchive.byu.edu/etd/7562.
Full textSmith, Erica Rose. "High Place at The Water’S Edge: A Coastal Vulnerability Assessment of the Kiskiak Landscape." W&M ScholarWorks, 2017. https://scholarworks.wm.edu/etd/1530192381.
Full textBrien, Lynn Ferrara. "Modeling eutrophication vulnerability in coastal Louisiana wetlands impacted by freshwater diversion: a remote sensing approach." Diss., Kansas State University, 2015. http://hdl.handle.net/2097/18999.
Full textDepartment of Geography
Kevin P. Price
A major strategy in response to rapid degradation and loss of Louisiana’s coastal wetlands has been the construction of siphon diversion projects. The diversions are designed to reintroduce nutrient enriched freshwater from the Mississippi River into wetland ecosystems to combat saltwater intrusion and stimulate marsh growth. The lack of consensus regarding the effects of river diversions on nutrient enrichment of wetland ecosystems is coupled with major concerns about eutrophication. Locating, assessing, and monitoring eutrophic marsh vegetation represent major challenges to understanding the impacts of freshwater diversions. As a result, this study was undertaken to investigate the feasibility of modeling eutrophication vulnerability of a coastal Louisiana marsh receiving turbid Mississippi River water. The major objective was to integrate remotely sensed data with field measurements of vegetation biophysical characteristics and historical ecosystem survey data to delineate landscape patterns suggestive of vulnerability to eutrophication. The initial step in accomplishing this goal was to model the spatial distribution of freshwater impacts using satellite image-based turbidity frequency data associated with siphon diversion operation. Secondly, satellite and spectroradiometer band combinations and vegetation indices optimal for modeling marsh biophysical characteristics related to nutrient enrichment were identified. Finally, satellite image data were successfully integrated with measures of historical and concurrent marsh biophysical characteristics to model the spatial distribution of eutrophication vulnerability and to elucidate the impacts of freshwater diversions.
Carpentier, Jesse A. "A Geospatial Assessment of Social Vulnerability to Sea-Level Rise in Coastal San Luis Obispo." DigitalCommons@CalPoly, 2017. https://digitalcommons.calpoly.edu/theses/1765.
Full textDavidson, Christopher Bryn. "Effects of European Gypsy Moth Defoliation in Mixed Pine-Hardwood Stands in the Atlantic Coastal Plain." Diss., Virginia Tech, 1997. http://hdl.handle.net/10919/40345.
Full textPh. D.
Miranda, Francisco Marcela. "Assessing vulnerability to sea level rise in the state of São Paulo, Brazil." Thesis, Linköpings universitet, Tema Miljöförändring, 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-149065.
Full textBrewster, Fozlo Leo Stanley. "Application of littoral vulnerability assessment into the integrated coastal zone management process of Barbados, West Indies." Thesis, Cardiff University, 2005. http://orca.cf.ac.uk/55962/.
Full textLao, Fine Faitehina Tutu'u. "The vulnerability of tongatapu coastal zone to local impacts of climate and sea level rise related risks." The University of Waikato, 2007. http://hdl.handle.net/10289/2244.
Full textjaeger, Caroline. "Progressive and Conservative Efforts in Climate Change Flood Adaptation: A Study of Four Coastal States." Scholarship @ Claremont, 2019. https://scholarship.claremont.edu/scripps_theses/1310.
Full textMaddison, Maximilian. "Coastal Communities and the Currents of Vulnerability: A novel approach to Australian sea level rise adaptation research." Thesis, Department of Government and International Relations, 2020. https://hdl.handle.net/2123/21663.
Full textFavaretto, Chiara. "Development of a model for the assessment of Coastal Flooding Vulnerability: an application to the Venetian littoral." Doctoral thesis, Università degli studi di Padova, 2018. http://hdl.handle.net/11577/3424876.
Full textL’allagamento costiero è una tematica di grande attualità che ha suscitato negli ultimi anni una forte attenzione sia da parte della comunità scientifica che da parte degli amministratori e gestori del territorio. L’innalzamento del livello medio del mare dovuto ai cambiamenti climatici e la maggior frequenza di mareggiate estreme fanno prevedere una più alta probabilità di accadimento di eventi di ingressione marina lungo i litorali. La crescente urbanizzazione e la sempre più alta percentuale di persone che vivono nei litorali aumentano il valore esposto all'allagamento costiero, che va dunque studiato e approfondito per mitigare il rischio di perdite economiche, di danni al patrimonio artistico/culturale e all’ambiente e per scongiurare pericoli per l'incolumità delle persone presenti in questi territori. La motivazione di questa ricerca è scaturita dalla necessità, espressa dagli enti gestori e pianificatori della costa Veneta, di redigere mappe di rischio di allagamento che includessero tra le cause dell’alluvionamento non solamente l’esondazione di tipo fluviale, ma anche quella di origine costiera e di avere pertanto uno strumento rapido e scientificamente basato che consenta di rispondere in maniera unitaria e omogenea per tutto il litorale alla Direttiva Alluvioni (2007/60/CE). A tale scopo è stata predisposta una metodologia per definire mappe di rischio di allagamento attraverso un’analisi di diversi scenari a diverse scale temporali e spaziali. Il primo passo è stato implementare, dopo un articolato studio teorico e una accurata ricerca bibliografica, un modello numerico che risolve le equazioni del moto (ovvero le equazioni alle acque basse) in forma semplificata per simulare la propagazione dell’allagamento nell’entroterra. Le semplificazioni apportate alle equazioni (in particolare all'equazione della conservazione della quantità di moto) sono essenzialmente due: i) i termini avvettivi sono stati trascurati poiché risultano poco importanti nel tipo di fenomeno analizzato, ii) il termine di attrito, fondamentale per descrivere la propagazione, è stato linearizzato. Per garantire la positività della soluzione e la sua stabilità, evitando quindi la formazione di oscillazioni, sono state implementate alcune tecniche numeriche. Le equazioni semplificate sono adatte ad un calcolo in parallelo e pertanto il modello proposto ha come peculiarità l’utilizzo di algoritmi idonei all’uso di GPU, in grado quindi di analizzare grandi mappe in tempi di calcolo ridotti e di lavorare direttamente alla scala del pixel (utilizzando “Digital Elevation Model” DEM ad alta risoluzione) senza la necessità di creare mesh. Nel presente studio è stata utilizzata la GPU Nvidia Tesla K80 con 4992 core e 12 GByte di memoria, ottenendo tempi di calcolo, per domini molto estesi, pari al 3% di quelli necessari utilizzando una classica CPU. Il modello numerico di allagamento è stato esaminato attraverso il confronto con quattro benchmark molto noti in letteratura (due soluzioni analitiche delle equazioni alla acque basse e due prove sperimentali). Inoltre è stato applicato ad un caso reale di allagamento costiero avvenuto a Caorle (VE) nel Dicembre 2008, confrontando i risultati ottenuti con una mappa di aree allagate ricostruita grazie ad un video ripreso durante l’evento estremo. Il modello è risultato in buon accordo con le soluzioni analitiche, le misure di laboratorio e le informazioni disponibili. La metodologia è stata infine applicata alla costa della Regione Veneto, traendo vantaggio dall’ampia conoscenza geomorfologica e idraulica del territorio maturata nello svolgimento di una approfondita ricerca eseguita ed elaborata sui più recenti dati e misure disponibili per la zona costiera (Ruol et al. 2016, 2018). A partire dai dati di altezza d’onda e livello misurati alla Torre CNR “Acqua Alta” è stata condotta un’analisi statistica bivariata che ha permesso di valutare la probabilità di superamento associata a coppie di altezza d’onda e livello. L’obiettivo finale, ossia la redazione di mappe di allagamento, si avvale di una analisi di affidabilità di livello II (FORM). I risultati sono pertanto i valori di probabilità di superamento di un determinato livello idrico per ciascun pixel del DEM disponibile. Questo si traduce in un risultato di estremo interesse scientifico e pratico, ovvero la predisposizione di mappe di pericolosità all’allagamento costiero nell'arco temporale di 1 e 10 anni. Sono stati analizzati tre tratti che appartengono alla costa Veneta (in provincia di Venezia) e che hanno lunghezza compresa tra i 4 e i 15 km: il litorale di Valle Vecchia, il litorale di Caorle e il litorale di Cavallino. Le realizzazione di queste mappe e la conseguente individuazione delle zone più critiche vuole fornire un valido supporto per la programmazione e progettazione degli interventi che riguardano la protezione costiera dal rischio di ingressione marina lungo il litorale.
Montgomery, Marilyn Christina. "Assessing the Environmental Justice Implications of Flood Hazards in Miami, Florida." Scholar Commons, 2014. https://scholarcommons.usf.edu/etd/5276.
Full textKelland, Emma Jean. "Vulnerabilities to Seismic Hazards in Coastal and River Environments: Lessons post the Canterbury Earthquake Sequence 2010-2012, New Zealand." Thesis, University of Canterbury. Geography, 2013. http://hdl.handle.net/10092/8487.
Full textSahin, Oz. "Dynamic Assessment of Coastal Vulnerability and Adaptation to Sea Level Rise: An Integrated Spatial-Temporal Decision Making Approach." Thesis, Griffith University, 2011. http://hdl.handle.net/10072/368117.
Full textThesis (PhD Doctorate)
Doctor of Philosophy (PhD)
Griffith School of Engineering
Science, Environment, Engineering and Technology
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Laila, Fariya. "Assessment on Social Vulnerabilities to Climate Change – a Study on South-Western Coastal Region of Bangladesh." Thesis, Uppsala universitet, Institutionen för geovetenskaper, 2013. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-207482.
Full textCharles, Sean Patrick. "Saltwater Intrusion and Vegetation Shifts Drive Changes in Carbon Storage in Coastal Wetlands." FIU Digital Commons, 2018. https://digitalcommons.fiu.edu/etd/3791.
Full textMcMinn, Miranda. "Tourism, coastal livelihoods, vulnerability and governance in South India : tourism, actors and artisanal marine fishers in Varkala, Kerala." Thesis, King's College London (University of London), 2006. https://kclpure.kcl.ac.uk/portal/en/theses/tourism-coastal-livelihoods-vulnerability-and-governance-in-south-india--tourism-actors-and-artisanal-marine-fishers-in-varkala-kerala(abd7d183-864b-4d7a-8321-218057749837).html.
Full textIslam, Md Monirul. "Vulnerability and adaptation of fishing communities to the impacts of climate variability and change : insights from coastal Bangladesh." Thesis, University of Leeds, 2013. http://etheses.whiterose.ac.uk/5321/.
Full textBulathsinhalage, Buddika Manori Bulathsinhala. "Perception, Vulnerability, and Adaptation to Climate Change Impacts: A Case Study of Coastal Livelihoods in Chilaw, Sri Lanka." Thesis, Curtin University, 2021. http://hdl.handle.net/20.500.11937/88573.
Full textMarshall, Andrew Robert. "Using The Papathoma Tsunami Vulnerability Assessment Model to Forcast Probable Impacts, and Planning Implications, of a 500-year Tsunami in Cayucos, California." DigitalCommons@CalPoly, 2015. https://digitalcommons.calpoly.edu/theses/1433.
Full textMazzer, Alexandre Maimoni. "Proposta metodológica para análise de vulnerabilidade da orla maritma à erosão costeira : aplicação em praias arenosas da costa sudeste da Ilha Santa Catarina (Florianópolis, Santa Catarina-Brasil)." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2007. http://hdl.handle.net/10183/13784.
Full textThe coastal vulnerability to coastal erosion depends on several factors that varies at time scales. At this study the goal was develop a methodological proposal to analyze coastal vulnerability of five beaches placed at southeast shore of Santa Catarina Island (Florianópolis-SC-Brazil). It’s based on: i- shorelines position measurements in interdecadal and interannual scales, which highlighted the different responses from shorelines to coastal process; ii- Coastal and drift cells determination, which representing homogeneous unities to coastal management applications. The shoreline position was measured using aerial photography sets from the years: 1938 to 2002, using Geographical Information Systems (GIS), and the coastal and drif cells was studied with two methods: Diagram of wave refraction/diffraction obtained by MIKE 21 PMS modelling software, and a set of beach sampling profiles to analysis the morphological and sediments texture characteristics. The boundary between the coastal cells divide the shoreline in stretch representing homogeneous unities, to be used in vulnerability and risk analysis. Eight variables was correlated and compared with both interannual and interdecadal rates of shoreline change to compose the vulnerability analysis. The linear aggregation was used to compare the correlated data among variables and the shorelines rates resulting in three vulnerability indexes. The risk analisys includes an sea level rise prediction to year of 2090 and the damages of buildings placed at aseashore areas. There are different responses from shorelines from each time scales, occurring, in general, the shoreline changes relative interannual scale being absorbed by the changes happened in interdecadal scales. It was identified 26 coastal cells with different boundaries types between them like convergent , divergent and pulsatory denoting the aseashore unities. at general, there is a trend of coastal erosion about 0,30 m/year of magnitude, but, must be considered the variables contribution at time scales variation. The most important variables was the shoreface slope and height of wave breaking, and the others varying in importance according to time scale analyzed. The utilization of different vulnerability index turns possible the multi scale process analysis, considering the vulnerability to as beach recovery due storms, coastal erosion trends, sea level rise, and considering the human uses and occupation risks.
Dall’Osso, Filippo <1977>. "Coastal flood vulnerability assessment with geomatic methods: Test sites of western Thailand, Sydney (Australia) and aeolian islands (south tyrrhenian sea, Italy)." Doctoral thesis, Alma Mater Studiorum - Università di Bologna, 2010. http://amsdottorato.unibo.it/2484/1/DALLOSSO_FILIPPO_TESI.pdf.
Full textDall’Osso, Filippo <1977>. "Coastal flood vulnerability assessment with geomatic methods: Test sites of western Thailand, Sydney (Australia) and aeolian islands (south tyrrhenian sea, Italy)." Doctoral thesis, Alma Mater Studiorum - Università di Bologna, 2010. http://amsdottorato.unibo.it/2484/.
Full textScolaro, Thelma Luiza. "Avaliação da sensibilidade ambiental costeira e análise de risco socioambiental do litoral centronorte catarinense, com base na vulnerabilidade do ambiente às mudanças climáticas." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2013. http://hdl.handle.net/10183/76141.
Full textThe aim of this study is to contribute to the understanding of environmental sensitivity and Social Environmental risk for the central-north coastal sector of the Santa Catarina State (from Biguaçu to Itapoá). To achieve the proposed objective the ISAC - Coastal Environmental Sensitivity Index methodology was applied, adapted from the Smartline method proposed for the Australian coast. In this study the ISAC methodology is divided as follows: (a) regional variables analysis of coastal vulnerability for the central-north region of Santa Catarina; (b) assessment of the criteria such as geology, geomorphology, climate, marine dynamic, topography and social-economy of the study area; (c) hierarchical classification against resistance factors and/or ecological function and subsequent pondering according to the sensitivity of each criterion to extreme events and mean sea level rise; (d) development of thematic maps containing the environmental sensitivity information of the study area for two different wave scenarios, waves from the East and Southeast directions. The ISAC showed that 39% of the coastal area has High sensitivity for the East waves, followed by the values of 18% which has Low sensitivity, 17% with Very High and 16% with Very Low sensitivity. For the Southeast waves scenario, 41% of the study area has High sensitivity in the coastal sections, with lower values in the sequence, where 20%, 15% and 13% of the coast showed the sensitivity as Low, Very Low and Very High respectively. Regarding the social environmental coastal risk, for the East wave scenario, 51% of the coastline presents Medium risk, 30% High risk and 18% Low risk. For the Southeast waves scenario, 53%, 27% and 20% of the coastal segment has Medium, High and Low risk respectively. The ISAC and the Social Environmental Risk analysis were effective for a regional assessment of the central northern coast of Santa Catarina. However, it is noted that to perform a detailed local analysis is necessary to obtain a greater volume of information about the criteria or environmental parameters through field campaigns.
Schaumlöffel, Daniella [Verfasser], Matthias [Akademischer Betreuer] Wolff, and Marion [Akademischer Betreuer] Glaser. "Vulnerability and marine resource-dependence in coastal and marine social-ecological systems / Daniella Schaumlöffel. Gutachter: Matthias Wolff ; Marion Glaser. Betreuer: Matthias Wolff." Bremen : Staats- und Universitätsbibliothek Bremen, 2015. http://d-nb.info/1072303809/34.
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