How To Manage Wellbore Stability in the Viking Graben Tertiary Shales by Using Environmentally Friendly Mud Systems

Author:

Charlez Ph.A.1,Pradet V.2,Onaisi A.3,Gregoire M.3

Affiliation:

1. Total S.A.

2. Total Oil Marine

3. Total

Abstract

Abstract This paper deals with the drilling of the 17"1/2section of the Dunbar field (Viking Graben - North Sea). In the past, this formation was systematically drilled with a conventional WBM in underbalanced conditions (mudweight less than formation pore pressure estimated at 1.4SG). With such a mudsystem, the well was highly unstable particularly in the Eocene shales (very large amounts of cavings were produced, calliper was very overgauged) and the final trip was particularly tight. Following three remedial side tracks experienced over the last two years, an extensive study has been carried out. The main recommendations were to drill the Eocene in overbalanced conditions(MW>1.4SG) with a Silicate Mud. The results obtained on two wells slightly inclined (20 and 35 inclination at the 13"3/8 casing shoe) were very encouraging. By contrast to previous underbalanced experience, the hole was perfectly in gauge and trips much easier (regular wiper trips to be performed).However, even in the case of a perfectly stable rock and to ensure a good hole cleaning, the wells had to be circulated at a high rate and a sufficiently thick rheology. These results have then been confirmed on a third well (64° at the 13"3/8 casing shoe) with a maximum mud weight equal to 1.45SG. However, this MW was not sufficient for 72° inclination (the well was too unstable and had to be abandoned). Introduction Legislation of certain countries is becoming increasingly strict regarding the dumping of drilling cuttings at sea when using OBM. In many cases, however(particularly when crossing reactive shales), use of WBM is not advised. Several solutions have been proposed to solve this ecological problem.

Publisher

SPE

Cited by 4 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Electro-chemo-mechanical couplings in saturated porous media: elastic–plastic behaviour of heteroionic expansive clays;International Journal of Solids and Structures;2002-08

2. Chemo-mechanical coupling in saturated porous media: elastic–plastic behaviour of homoionic expansive clays;International Journal of Solids and Structures;2002-05

3. Electro-Chemo-Mechanical Couplings in Soils;Advanced Numerical Applications and Plasticity in Geomechanics;2001

4. Chemoporoelastic Parameter Identification of a Reactive Shale;IUTAM Symposium on Physicochemical and Electromechanical Interactions in Porous Media

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