Abstract
ONGC (Oil & Natural Gas Corporation Limited) started its hunt for “Black Gold” in the Indian western offshore region in 1976 and is currently operating more than 285 fixed steel platforms in water depths ranging between 25-90m. Many of the existing wells on the platforms have matured over a period of time, resulting in decline of productivity, even after employing usage of Improved Oil Recovery (IOR)/Enhanced Oil Recovery (EOR) techniques. Considering the techno-commercial constraints for offshore development, IEOT-ONGC has taken up a study for re-location of existing non-producing offshore platform to a newer location. The structural adequacy of the existing structures at new locations has been ascertained for 100 year return period extreme storm conditions for 8 different directions and other design loads as per API RP 2A (WSD) (Ref. 1), considering in-situ met-ocean and soil conditions in the new field. The structural integrity assessment procedure explores the need for strengthening/mitigation measures in case the inherent capacity of the structure to withstand the incoming loading is not sufficient at the new site of installation. For relocation of existing jacket platforms to new locations at different water depths in western offshore of India, a general philosophy for foundation design has been developed considering installation of plinth platform for relocation to field where water depth is higher than existing one and installation of insert piles and extra clamp-on skirt piles, if required, where water depth at relocation is similar to existing water depth for the platform. In this paper, relocation methodology of existing well head platforms for use at new locations in Western offshore of India at similar or different water depths has been discussed covering foundation philosophy, well plugging and abandonment (P&A), decommissioning and refurbishment aspects.
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