A Numerical Model for a Floating TLP Wind Turbine

A numerical model is developed for a TLP configuration of a floating offshore wind turbine. The platform dynamics and hydrodynamic forces are derived and implemented in an advanced aero-elastic code, Flex5, to compute the hydro-aero-servo-elastic loads and responses on the floater and the wind turbine. This is achieved through three steps. In the first step, an independent 2D code with fourteen degrees of freedom (DOFs) is developed and the responses are verified for load cases concerning steady and spatially coherent turbulent wind with regular and irregular waves. In the second step, the 2D code is augmented with three more DOFs. A three-dimensional wave model with directional spreading is derived and implemented to obtain 3D code. Comparison of the 3D responses with that of the 2D shows a good agreement. The 3D code is tested for load cases using steady and turbulent wind with 3D irregular waves. In addition, the effect of wind-wave misalignment is investigated. Further, in the third step, the 3D platform dynamics and wave loading are implemented into Flex5, resulting in a fully coupled hydro-aero-servo-elastic code. The implementation is tested to make the model reliable and robust. In addition, the responses are compared to that of the 3D code responses, which shows a good agreement, in general. The extended Flex5 code is used to carry out a parametric study to investigate the influence of various configurations on the responses when subjected to different sea states and a potential configuration is recommended. The potential configuration is subjected to sea states with more narrow wave spectrum with collinear and oblique wave heading and a swell case. The responses are compared with that of the baseline configuration and recommendations are suggested for future work. Resumé En numerisk model er udviklet til en TLP konfiguration af en flydende offshore vindmølle. Platform dynamikken og de hydrodynamiske kræfter udledes og implementeres i en avanceret aero-elastisk kode, Flex5, for at beregne de hydro-aero-servoelastiske belastninger og strukturelle respons. Dette opn̊as gennem tre trin. I det første trin, udvikles en uafhængig 2D kode med fjorten grader af frihed (DOFs), og responsen er verificeret for lasttilfælde med b̊a de konstant vind og kohæ rent turbulens med regelmæssige og uregelmæssige bølger. I det andet trin, udvides 2Dkoden med yderligere tre DOFs. En tre-dimensionel bølgemodel med retningsbestemt spredning udledes og implementeres for at opn̊a en 3D-kode. Sammenligning mellem 2D og 3D resultater viser god overensstemmelse. 3D-koden testes for lasttilfælde med konstant og turbulent vind med 3D uregelmæssige bølger. Desuden undersø ges indflydelsen af forskelle i vindog bølgeretning. I det tredje trin, implementeres platform dynamikken og bølge belastning for 3D i Flex5, hvilket resulterer i en fuldt koblet hydro-aero-servo-elastisk kode. Implementeringen testes for at gøre modellen p̊alidelig og robust. 3D resultater fra Flex5 sammenlignes med resultater fra 3D koden udviklet i andet trin, hvilket viser god overensstemmelse generelt. Den udvidede Flex5 kode anvendes til at udføre et parametrisk studie for at undersøge indflydelsen af forskellige konfigurationer under forskellige tilstande, og en potentiel konfiguration anbefales. Den anbefalede konfiguration udsættes for belastningstilstande med smallere bølgespektrum for kollineære og skr̊at indkommende bølger og et dø nninge tilflde. Den strukturelle respons sammenlignes med baseline konfigurationen og anbefalinger for det fremtidige arbejde gives.