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dc.contributor.advisorIsaksen, Gary Harald
dc.contributor.advisorHoving, Jeroen
dc.contributor.advisorMetrikine, Andrei
dc.contributor.advisorVerichev, Stas
dc.contributor.authorNielsen, Bjørg Hayée
dc.date.accessioned2022-11-22T18:19:17Z
dc.date.available2022-11-22T18:19:17Z
dc.date.issued2022
dc.identifierno.ntnu:inspera:106585089:100544152
dc.identifier.urihttps://hdl.handle.net/11250/3033491
dc.description.abstract
dc.description.abstractThe offshore wind market is a fast growing market. Currently, 3 GW of offshore wind are installed in The Netherlands. However, the ambitions of the Dutch government are to have 30 GW offshore wind installed by 2030. The current installed offshore wind capacity of Europe is 28 GW. The EU ambitions are to install 60 GW by 2030 and to install 300 GW by 2050. Wind farms are designed to have a lifetime of 20 to 25 years. When wind turbines reach their end-of-life, they have to be decommissioned. The already installed capacity and the enormous amount of turbines that are to be installed in order to reach the offshore wind ambitions, eventually all have to be removed. To date, only a hand full of offshore wind farms have been decommissioned. This is due to the fact that not many wind farms have reached their end-of-life. The most used technique is partial removal, where a cut is made at a few meters below the mudline and the top part of the monopile is removed from the marine environment. However, this method leaves a significant part of the monopile in place after decommissioning, leaving behind tonnes of steel in the subsurface. Completely removing the monopile from the marine environment can be done by using vibratory pile removal. By modelling the forces and limits involved in vibratory pile removal, an estimation of the diameters up to which vibratory pile removal is technically feasible has been done. In addition, the costs and CO2-eq. emissions have been modelled and examined. The opposed method uses vibration to reduce the soil resistance along the shaft of the monopile by creating soil fatigue. With the currently available tools, it is possible to extract monopiles up to a diameter of approximately 5.8 meters in clay and up to approximately 7.9 meters in sand. For a mixed soil profile, it is likely that the limit lays with these two numbers. Likely, it is possible to extend these limits by developing more powerful tools or by internally dredging the monopile before using vibratory pile removal. By retrieving extra steel from the soil by choosing complete removal over partial removal, more steel can be recycled. This leads to an extra emission reduction of approximately 100 to 830 mT CO2-eq. per monopile, dependent on the diameter and the type of connection between the transition piece and the monopile. Whether complete removal is preferred from a economic point of view is dependent on the type of connection between the transition piece and the monopile and the diameter. Based on the results found during this research in can be said that all wind farms that reach their end-of-life up to 2039 can be decommissioned using vibratory pile removal. Dependent on the soil type of the subsurface, even wind farms reaching their end-of-life up to 2045 can be removed using vibratory pile removal. In many cases complete removal should be preferred over partial removal based on both economic and environmental grounds. In some cases a cost benefit analysis should be made in order to determine whether a higher reduction of CO2-eq. emission is worth the extra costs involved in completely removal a wind farm with vibratory pile removal.
dc.languageeng
dc.publisherNTNU
dc.titleFeasibility Study of the Complete Removal of Monopiles Using Vibratory Pile Removal
dc.typeMaster thesis


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