This article, written by Technology Editor Dennis Denney, contains highlights of paper OTC 17892, "Novel Tow Methods for Deepwater Riser-Towers Transportation in West-of-Africa Environment," by R. Di Silvestro, F. Casola, G. Fatica, A. Mameli, and A. Prandi, Saibos SAS, prepared for the 2006 Offshore Technology Conference, Houston, 1–4 May. Riser towers are characterized by very low service-fatigue damage in deep-water fields with floating production facilities. However, transportation from the fabrication yard to site can be of concern. This phase can use a significant portion of the allowable fatigue damage. Longer tow distances use more of the allowable fatigue damage. Two tow configurations that minimize the fatigue damage and allow longer tow distances are presented. Introduction The use of riser towers in deepwater fields west of Africa has increased in recent years. In addition to low service-fatigue damage, high thermal performance and the ability to accommodate many risers and umbilicals are advantages over the more traditional riser concepts. The presence of a floating production, storage, and offloading (FPSO) vessel is not required before installation of the tower, improving the installation sequence and reducing the time to first oil production after the FPSO arrives. Transportation of the tower from the fabrication yard to the field is a critical operation that consumes much of the allowed fatigue. Management of towing is a key aspect in this phase of the oil industry driven by the growing distance between fabrication and installation sites as new fields are found in deeper waters. Two tow methods were developed for transporting the riser tower developed in line with the bundle-hybrid-offset-riser (BHOR) concept. Both surface and submerged configurations were considered to mitigate the dynamic-fatigue response of the tower to wave periods and facilitate tow operation lasting many days. BHOR Overview The BHOR is based on the steel-hybrid-riser concept and is a freestanding assembly with several risers in a bundle configuration. In Fig. 1, the assembly is top tensioned by a buoyancy tank and anchored to the seabed by means of a gravity-skirted foundation. The connection of the bundle main section (BMS) to the seabed foundation is made by means of a mechanical flexible joint similar to that used for a tension-leg-platform tendon that is able to accommodate the small angular excursions of the bundle with a limited stiffness. A similar connection is used to connect the buoyancy tank to the top part of the tower. The buoyancy tank is a standalone structure that is installed after the upending of the BMS and docking it to the foundation. The buoyancy-tank structure is derived from the typical pressure-vessel design. The schedules for fabrication and installation of the bundle and the buoyancy tank are independent.
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