This paper describes the evolution of the design leading to the selection, development and delivery of Stones disconnectable Buoyant Turret Mooring (BTM) buoy. The optimization process leading to the selection and configuration of the BTM buoy is discussed, with particular focus given to the mooring- riser system payloads supported by the BTM when in the disconnected state.
A hybrid design, featuring syntactic foam buoyancy modules integrated into a steel structural skeleton, and incorporating a minimal number of steel ballast tanks, was selected over a conventional all steel buoyant hull structure. The selected design provides for a protective steel cage for the buoyancy modules, and a structural path for mooring-riser system loads into the Floating Production, Storage and Offloading (FPSO), while a large number of syntactic foam blocks are secured within the steel frame to provide adequate buoyancy to meet the in-service performance requirements. A qualitative discussion about the advantages of the selected geometry and hybrid steel-foam design is presented, including the performance characteristics of disconnection, submergence equilibrium and ballasting.
Beyond the design evolution considerations including concept selection and optimization, attention is given to manufacturing, constructability, offshore installation and operability under the latest US Gulf of Mexico (GOM) regulatory regime. The buoy's transit voyage from Singapore to the GOM for the initial offshore integration with the FPSO necessitated Transport and Installation (T&I) requirements which were embedded into the design and integration of all BTM buoy components. Buoy ballasting and de-ballasting strategy after mooring hookup and riser connection played a pivotal role in sizing critical components and equipment. In this context, the paper will explore the interrelations between design and operations in order to optimize the loading requirements.
The design decisions leading to the selection of geometries, materials and configurations of the largest and deepest offshore mooring installation are discussed. A novel solution is developed to accommodate a complex deepwater installation with a large payload mooring-riser system. Feedback on onshore fabrication and offshore integration and operations are presented.