Conoco Inc.

Brown & Root, Inc.

Demir I Karsan

Graham J Blight

Andrea Mangiavacchi

James E Dailey

Shaddy Y Hanna

Zeki Demirbilek

Larry E Farmer

Philip A Abbott

Jimmy Y Yeung

Method and apparatus to stabilize a columnar platform for deepwater offshore applications. An added mass stabilizer system is utilized to control first order heave, pitch, roll, surge and sway motions of the floating platform. The stabilizer is suspended beneath the platform by a set of tendons a sufficient distance to (1) enter a quiescent zone beneath the action of waves and currents, (2) provide a sufficiently long movement arm to resist pitch and roll torquing, and (3) incorporate sufficient flexibility into the suspension system to avoid shock loads. The stabilizer is sized to (a) provide sufficient submerged weight to maintain the tendons in constant tension and, (b) create adequate added mass (actual stabilizer weight plus mass of water moved by the stabilizer) to provide the desired control of first order motions. A secondary mooring system such as a spring-buoy mooring or dynamic positioning system can be provided to control drift produced by higher order motions and first order yaw.

Method and apparatus to stabilize an offshore platform

A tension-restricted articulated platform tower for offshore oil and gas production. Two or more tower segments of increasing lateral dimension (proceeding toward the ocean floor) are stacked and articulated by means of a resilient joint. The platform tower behaves as a fixed tower under normal quiescent conditions with each of the segments above the base segment sitting thereabove in an at rest position. When forces sufficient to unseat the compressed resilient joint element are directed against the platform tower (e.g., from wind, waves, or water current), the tower behaves complaintly with tension elements secured to each corner post providing a restorative force proportional to the amount of tower movement.

Tension-restrained articulated platform tower

A method and apparatus for supporting a deep water guyed marine structure has a foundation which uses a system of piles connected to the marine structure only at a top portion thereof. The marine structure further has a mooring system which employs pairs of transversely, closely spaced guy lines connected to clump weights and further pairs of transversely, closely spaced guy lines connected from the clump weights to an anchor system. The marine structure mooring system can further provide a vessel mooring system in order to provide adequate control of the vessels during on and off loading of the marine structure and further to prevent fouling of the marine structure mooring system.

Mooring and supporting apparatus and methods for a guyed marine structure

Methods and apparatus for offshore operations including individually significant aspects comprising:

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Houston, TX, United States of America

Demir I Karsan