Adaptation to Climate Change and Sea Level Rise: The Case by Sebastian Weissenberger, Omer Chouinard

By Sebastian Weissenberger, Omer Chouinard

The booklet offers a concise and interdisciplinary outlook at the affects of weather switch on coastal components and the way coastal groups adapt to them. the 1st bankruptcy analyses how sea point upward thrust, altering ocean stipulations, or elevated weather variability and the socio-environmental context of the coastal region ends up in weak groups. the second one bankruptcy addresses model suggestions and instruments, and provides a few examples in their software around the globe. The 3rd bankruptcy describes participative motion study tasks undertaken in New Brunswick and the way this neighborhood dependent process has enabled groups to extend their weather resilience.

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Extra info for Adaptation to Climate Change and Sea Level Rise: The Case Study of Coastal Communities in New Brunswick, Canada

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Testing the robustness of semi-empirical sea level projections. Climate Dynamics, 97, 1–15. , & Li, W. (2006). Changes in tropical cyclone precipitation over China. Geophysical Research Letters, 33, L20702. 1029/ 2006GL027951. , & Kanagaratnam, P. (2006). Changes in the velocity structure of the Greenland ice sheet. Science, 311, 986–990. , & Jolivet, Y. (2008). Étude de la sensibilité des côtes et de la vulnérabilité des communautés du Golfe du Saint-Laurent aux impacts des changements climatiques.

2008). In a dynamic system, not only the amplitude and duration but also the timing of perturbations is important to assess their criticality. In the context of climate change, gradually shifting baselines, such as increasing ocean temperatures and acidity or accelerating coastal erosion lower the threshold for critical perturbation over time. In the case of extreme weather events, the frequency of events is important to consider, in addition to their amplitude. At a theoretical level, there have been some attempts to bring together the three concepts of vulnerability, adaptation and resilience.

Their purpose is therefore not to be impermeable or high enough to resist floods. Therefore, they are also much cheaper than dykes. Most harbours are protected by jetties, which allow for still waters inside the harbour even during storms (Fig. 8). • Groynes are stone, wood or concrete structures placed perpendicularly to the shoreline in order to reduce sand and sediment transport due to littoral drift (Fig. 9). Their purpose is to stabilise coast segments that are retreating. Groynes are an alternative to beach nourishment.

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