Abstract

In 1995 hurricanes Opal and Roxanne passed through Bay of Campeche (BOC). Opal did not cause any noticeable damage. Roxanne, on the other hand, was the most severe hurricane recorded in the Bay of Campeche in this century. Its anomalous behavior and the resulting extreme environmental conditions did considerable damage. PEMEX implemented a rapid repair program and was able to bring tile production back to its normal levels within two months. Subsequently, PEMEX, jointly with Instituto Mexicano del Petro´leo (IMP), launched an extensive program to inspect, assess, and repair the facilities. Results of the initial assessments indicated that the assessment parameters, as well as the metocean criteria utilized, were not suitable for Bay of Campeche. A detailed risk study considering the site-specific conditions and requirements was performed. Utilizing probability-based risk assessment techniques, a new criteria, known as the “transitory criteria,” was developed. The transitory criteria was then used to reassess the platforms and pipelines in the southwest marine region of BOC. Critically damaged platforms were identified for repair. The scope of repairs included jacket structural members and support framing for deck facilities. An overview of various techniques used for repairs of the underwater jacket structural members and joints is given. Different underwater repair methods are discussed. Repairs of both jacket and deck damages caused by hurricane Roxanne are presented as examples. The repair methods used are based on currently available technology and they will provide practical examples for economical platform repair in shallow, warm water environments. [S0892-7219(00)01101-8]

1.
American Petroleum Institute, 1996, “Recommended Practice for Planning, Designing, and Constructing Fixed Offshore Platforms-WSD,” Supplement 1, API RP2A-WSD, 20th Edition.
2.
Pemex Exploracio´n y Produccio´n—Instituto Mexicano del Petro´leo, 1997, “Criterio Transitorio para la Evaluacio´n y el Disen˜o de Plataformas Marinas Fijas en la Sonda de Campeche,” Primera Edicio´n.
3.
Shuttleworth, F. P., and Billington, B. J., 1989, “A New Approach to Designing Repair Clamps for Offshore Structure,” Proceedings, Offshore Technology Conference, OTC Paper 6076, Houston, TX, May.
4.
Tubby, P. J., and Wylde, J. G., 1990, “Remedial Grinding: A Viable Repair Technique for Fatigue Cracks in Tubular Joints,” Proceedings, Offshore Technology Conference, OTC Paper 6457, Houston, TX, May.
5.
Williams, D. E., and Callan, M. D., 1988, “Repair of a Cracked and Dented X-Node on an Offshore Platform,” Proceedings, Offshore Technology Conference, OTC Paper 5709, Houston, TX, May.
6.
Masubuchi, K., et al., 1983, “Technologies and Practices of Underwater Welding,” International Conference on Underwater Welding, Trondheim, Norway, June, pp. 48–69.
7.
Christensen, N., 1983, “The Metallurgy of Underwater Welding,” International Conference On Underwater Welding, Trondheim, Norway, June, pp. 71–93.
8.
Tystad, M., et al., 1983, “Requirements to Underwater Welding and Weld Inspection—Qualification of Procedures and Personnel,” International Conference on Underwater Welding, Trondheim, Norway, June, pp. 207–211.
9.
Petershagen, H. F., and Hofmeister, H., 1993, “Fatigue Properties of Hyperbaric Dry Repair Welds,” Proceedings, Offshore Technology Conference, OTC Paper 7279, Houston, TX, May.
10.
American Welding Society, “Structural Welding Code,” AWS D1.1-96, pp. 14–17.
11.
Ibarra, S., et al., 1991, “The Structural Repair of a North Sea Platform Using Underwater Wet Welding Techniques,” Proceedings, Offshore Technology Conference, OTC Paper 6652, Houston, TX, May.
12.
American Welding Society, “Specification for Underwater Welding,” AWS D3.6-93.
13.
Matlock, D. K., et al., 1983, “An Evaluation of the Fatigue Behavior in Surface, Habitat, and Underwater Wet Welds,” International Conference on Underwater Welding, Trondheim, Norway, June, pp. 303–310.
14.
Watson, P. D., et al., 1994, “Fitness for Service Design Application for Underwater Wet Welds,” Proceedings, International Workshop on Underwater Welding of Marine Structures, American Bureau of Shipping, Stephen Liu, David L. Olson, Charles Smith, John S. Spencer, eds., New Orleans, LA.
15.
UK Department of Energy, 1988, “Grouted and Mechanical Strengthening and Repair of Tubular Steel Offshore Structures,” Report No. OTH-88/283, HMSO.
16.
Brown, G. M., et al., 1989, “Improving Structural Integrity by Injection of Grout Into Fatigue-Critical Nodes in Offshore Structures,” Proceedings of the Offshore Technology Conference, OTC Paper 5984, Houston, TX, May.
17.
Tebbett, I. E., 1987, “The Last Five Years’ Experience in Steel Platform Repairs,” Proceedings, Offshore Technology Conference, OTC Paper 5385, Houston, TX, Apr.
18.
Ricles, J. M., Gillum, T. E., and Lamport, W. B., 1993, “Grout Repair of Dent-Damaged Steel Tubular Bracing,” Proceedings, Offshore Technology Conference, OTC Paper 715 1, Houston, TX, May.
19.
Elnashai, S., et al., 1985, “A Prestressed, High-Strength Grouted Connection for Offshore Construction,” Proceedings, Offshore Technology Conference, OTC Paper 4892, Houston, TX, May.
20.
Lamport, W. B., 1988, “Ultimate Strength of Grouted Pile-To-Sleeve Connections,” Ph.D. thesis, The University of Texas at Austin, May.
21.
Elnashai, A. S., et al., 1986, “Full-Scale Testing and Analysis of Prestressed Grouted Pile/Platform Connections,” Proceedings, Offshore Technology Conference, OTC Paper 5325, Houston, TX, May.
22.
American Petroleum Institute, 1993, “Recommended Practice for Planning, Designing, and Constructing Fixed Offshore Platforms-WSD.” API RP2A-WSD, 20th Edition.
23.
Tebbett, I. E., and Forsyth, P., 1987, “New Test Data on the Capacity of Cement-Filled Steel Tubulars,” Proceedings, Offshore Technology Conference, OTC Paper 5484, Houston, TX, May.
24.
Moore, R. E., Kwok, P. H., and Wang, S. S., 1995, “Repairing Damaged Platforms,” ASNIE, PD-Vol. 68, Offshore and Arctic Operations.
25.
Pemex Exploracio´n y Produccio´n—Instiuto Mexicano del Petro´leo, 1997: “Criterio Transitorio para la Evaluacio´n y el Disen˜o de Plataformas Marinas Fijas en la Sonda de Campeche,” Suplemento 4, Criterio para la Generacio´n de Cargas de Oleaje en Cubiertas. Primera Edicio´n Preliminar, May.
26.
Pemex Exploracio´n y Produccio´n—Instituto Mexicano del Petro´leo, 1997: “Criterio Transitorio para la Evaluacio´n y el Disen˜o de Plataformas Marinas Fijas en la Sonda de Campeche,” Suplemento 1, Criterio Sismico, Primera Edicio´n, July.
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