By Bernard Multon
Chapter 1 Marine atmosphere and effort assets (pages 1–22): Raymond Nerzic and Jean?Pierre Maze
Chapter 2 Constraints of the Marine setting (pages 23–42): Marc Prevosto, Peter Davies, Chantal Compere and Michel Olagnon
Chapter three a few techniques of Hydrodynamics and Ocean Engineering (pages 43–66): Aurelien Babarit, Hakim Mouslim and Jean?Marc Rousset
Chapter four Marine power and business Actors (pages 67–100): man Beslin and Jacques Ruer
Chapter five set up of Wind generators at Sea (pages 101–122): Jacques Ruer
Chapter 6 Conversion structures for Offshore Wind generators (pages 123–172): Cristian Nichita and Brayima Dakyo
Chapter 7 construction of Tidal variety power (pages 173–218): Vincent de Laleu
Chapter eight strategies, Modeling and keep an eye on of Tidal generators (pages 219–278): Mohamed Benbouzid, Jacques Andre Astolfi, Seddik Bacha, Jean Frederic Charpentier, Mohamed Machmoum, Thierry Maitre and Daniel Roye
Chapter nine Paimpol?Brehat: improvement of the 1st Tidal Array in France (pages 279–310): Pierre Brun, Laurent Terme and Agnes Barillier
Chapter 10 suggestions from the Sabella Tidal present Turbine venture (pages 311–322): Jacques Ruer
Chapter eleven Wave strength Converters (pages 323–366): Judicael Aubry, Hamid Ben Ahmed, Bernard Multon, Aurelien Babarit and Alain Clement
Chapter 12 Ocean Thermal strength Conversion: A ancient viewpoint (pages 367–404): Gerard Nihous and Michel Gauthier
Chapter thirteen Ocean Thermal power Conversion: strategies Studied (pages 405–462): Virginie Lelarge, Thierry Bouchet, Brice Hermant, Aurelien Bouhier, Julian Berrou and Cedric Auvray
Chapter 14 electric Conversion platforms (pages 463–570): Jacques Courault
Chapter 15 Cables for accumulating and Transmitting strength Produced through Offshore applied sciences (pages 571–632): Pierre Argaut
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Extra resources for Marine Renewable Energy Handbook
Zip/) While techniques exist which allow us to bypass the constraints imposed by the nature of the sea bed, this factor has a role to play in determining the cost of the foundations and therefore the overall cost of a project. That is why the managers of wind turbine projects favor sandy bottoms. The above chart of sea beds gives the major characteristics. Nevertheless, no exhaustive chart exists which shows the type of bottom, the grain size distribution of the sediment, its coarseness, etc. Specific knowledge at the scale of each project is therefore necessary.
This is the case in France’s overseas territories, where we should take a regionalization approach (consider cyclones which did not affect the site, but affected relatively nearby sites) and/or run numerical simulations of “artificial cyclones”, (or use deductive methods based on those factors which gave rise to the cyclone and which are only slightly correlated). Also of note, particularly in equatorial areas where hitherto knowledge was scarce, is the possibility of violent and brief squalls, lasting one or two hours, which have however been the subject of studies in the past few years on the initiative of the petroleum industry.
Legally, therefore, there is no certainty that a given protective measure will preclude a project from being undertaken. However, it is possible to determine a degree of limitation applicable to the site, depending on the protective measures in question. It must be understood that the strength of such constraints varies essentially according to the objectives of these protective measures. For example, in nature reserves, the classification is aimed at shielding these areas from any artificial intervention liable to damage them, from whence a very powerful constraint.
Marine Renewable Energy Handbook by Bernard Multon