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OTC 21228 Emergency Pipeline Repair Equipment: Site Integration Tests and Post SIT Engineering Armando Rebello, Ray Ayers, Randy Long/Stress Engineering Services Copyright 2011, Offshore Technology Conference This paper was prepared for presentation at the Offshore Technology Conference held in Houston, Texas, USA, 2–5 May 2011. This paper was selected for presentation by an OTC program committee following review of information contained in an abstract submitted by the author(s). Contents of the paper have not been reviewed by the Offshore Technology Conference and are subject to correction by the author(s). The material does not necessarily reflect any position of the Offshore Technology Conference, its officers, or members. Electronic reproduction, distribution, or storage of any part of this paper without the written consent of the Offshore Technology Conference is prohibited. Permission to reproduce in print is restricted to an abstract of not more than 300 words; illustrations may not be copied. The abstract must contain conspicuous acknowledgment of OTC copyright. Abstract Since the onset of Deep Water Response to Underwater Pipeline Emergencies (DW RUPE) JIP in 2005, we have been reporting on progress of the development of a repair system designed to repair ANSI 1500 class pipelines in the 10-inch to 24- inch range in water depths up to 10,000 ft . For each pipe size, the system provides a minor repair kit with one structural clamp, and a spool assembly kit with two connectors. 6 , 5 , 4 , 3 , 2 , 1 Following delivery of the repair system, composed of pipe lifting frames (PLFs), indexing base frames (IBFs), weld seam removal and FBE removal tool, cutting and end preparation tools, connectors and clamps, the system was subjected to System Integration Trials (SIT) in November 2009. This paper reports on the SIT, post SIT conclusions and the path forward since the SIT, with regards to design modifications, storage techniques, assembly of the equipment, mobilization and management of the system. Introduction The word that comes to mind in response to damage to pipeline infrastructure is “immediate”. The speed of reaction to a given subsea pipeline repair problem will dictate the financial impact, including production loss, potential liability and reputational damage for pollution issues, in addition to the cost of the repair itself. Consider the time it will take to order simple forgings needed for the manufacturing of repair clamps and connectors, currently in the order of 8 to 10 weeks, let alone the time to machine and assemble all components, and the cost of preparedness will be fully justified. However, given the fact that the likelihood of such emergency is relatively small, many oil and gas companies still do not have any dedicated effort established toward maintaining repair tools and consumables on the shelf. DW RUPE is a non profit co-ownership project dedicated to such emergencies, where the cost of equipment and tools is proportionally shared among its co-owners. After completion of the asset acquisition phase in 2009, DW RUPE had a set of components needed to conduct repairs on pipelines in deep water. It was important to test the tools and equipment assembled as a system, in order to identify any problems before a real repair had to be conducted. A significant factor for the SIT was the fact that at the end of 2009, the IBFs and PLFs supplier encountered completion issues and DW RUPE took responsibility for operational readiness and any required improvements. The lessons learned from the SIT were converted to a list of improvement tasks that are being implemented in their order of priority, for completion before 2011 hurricane season.

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  • OTC 21228

    Emergency Pipeline Repair Equipment: Site Integration Tests and Post SIT Engineering Armando Rebello, Ray Ayers, Randy Long/Stress Engineering Services

    Copyright 2011, Offshore Technology Conference This paper was prepared for presentation at the Offshore Technology Conference held in Houston, Texas, USA, 25 May 2011. This paper was selected for presentation by an OTC program committee following review of information contained in an abstract submitted by the author(s). Contents of the paper have not been reviewed by the Offshore Technology Conference and are subject to correction by the author(s). The material does not necessarily reflect any position of the Offshore Technology Conference, its officers, or members. Electronic reproduction, distribution, or storage of any part of this paper without the written consent of the Offshore Technology Conference is prohibited. Permission to reproduce in print is restricted to an abstract of not more than 300 words; illustrations may not be copied. The abstract must contain conspicuous acknowledgment of OTC copyright.

    Abstract Since the onset of Deep Water Response to Underwater Pipeline Emergencies (DW RUPE) JIP in 2005, we have been reporting on progress of the development of a repair system designed to repair ANSI 1500 class pipelines in the 10-inch to 24-inch range in water depths up to 10,000 ft . For each pipe size, the system provides a minor repair kit with one structural clamp, and a spool assembly kit with two connectors.

    6,5,4,3,2,1

    Following delivery of the repair system, composed of pipe lifting frames (PLFs), indexing base frames (IBFs), weld seam removal and FBE removal tool, cutting and end preparation tools, connectors and clamps, the system was subjected to System Integration Trials (SIT) in November 2009. This paper reports on the SIT, post SIT conclusions and the path forward since the SIT, with regards to design modifications, storage techniques, assembly of the equipment, mobilization and management of the system. Introduction The word that comes to mind in response to damage to pipeline infrastructure is immediate. The speed of reaction to a given subsea pipeline repair problem will dictate the financial impact, including production loss, potential liability and reputational damage for pollution issues, in addition to the cost of the repair itself. Consider the time it will take to order simple forgings needed for the manufacturing of repair clamps and connectors, currently in the order of 8 to 10 weeks, let alone the time to machine and assemble all components, and the cost of preparedness will be fully justified. However, given the fact that the likelihood of such emergency is relatively small, many oil and gas companies still do not have any dedicated effort established toward maintaining repair tools and consumables on the shelf. DW RUPE is a non profit co-ownership project dedicated to such emergencies, where the cost of equipment and tools is proportionally shared among its co-owners. After completion of the asset acquisition phase in 2009, DW RUPE had a set of components needed to conduct repairs on pipelines in deep water. It was important to test the tools and equipment assembled as a system, in order to identify any problems before a real repair had to be conducted. A significant factor for the SIT was the fact that at the end of 2009, the IBFs and PLFs supplier encountered completion issues and DW RUPE took responsibility for operational readiness and any required improvements. The lessons learned from the SIT were converted to a list of improvement tasks that are being implemented in their order of priority, for completion before 2011 hurricane season.

  • 2 OTC 21228

    SIT Activities The functional specifications for the DW RUPE inventory were created after a failure mode and consequence analysis (FMECA) defined the types of repair required for the system. These functional specifications were used as input for the design of the tools and equipment, and the factory acceptance tests (FATs) proved that individual components performed to specifications. Although interfaces were maintained for all components of DW RUPE throughout the acquisition phase, testing of the entire repair suite was needed to ensure the various components were compatible and sufficient space was available for ROV operations. The SITs were conducted in November 2009; the setup and instrumentation diagram is depicted in Figure 1.

    Figure 1 - SIT Arrangement and Instrumentation

    Figure 2 - Frames Positioned for SIT Operations

    Due to the symmetrical arrangement, only one side of the system was fully assembled during the SIT. The pipe of choice was a 12.75-inch OD, API 5L Grade B with 0.375-inch wall thickness. The objectives of the SIT were:

    Test and improve the operation and maintenance (O&M) manuals for the IBF and PLF, and add photographs of the actual assembly process to the manuals

    Test and validate the finite differences Excel program developed by Stress to assist with the positioning of the IBFs and PLFs

    Measure the time and resources required for the assembly of the system for future scheduling purposes Help define what markings to stencil on the IBF and PLF to assist with the assembly and safe operation Better understand the logistics of mobilization (shipping preparedness, packaging and palletizing, knowledge

    of weights and volumes, tools required for assembly of the units, etc.) Ensure ROVs have room to move around the frames and tools Check the lifting arrangement for the frames, center of gravity, correct fit of rigging, padeyes, etc.

  • OTC 21228 3

    Simulate a minor repair using a structural clamp Conduct several pipe cuts of a pipeline under tension using two types of cutting tools (diamond wire and

    chop saw owned by DW RUPE), compare the performance of the cutting tools and note any handling issues Simulate a major repair using a pair of connectors mounted on a pipe spool piece (Figure 3)

    SIT Outcome and Conclusions

    Upon completion of the SIT activities, a list of corrections and additions was compiled for the IBFs and PLFs in order to correct problem areas or to improve their functionality. Listed below are the activities that took place following the SIT.

    Preparedness for mobilization: O&M manuals and general documentation for all equipment is currently available to co-owners on a web based library at http://dwrupe.org

    The spreadsheet based pipe lifting calculation tool accurately predicted the lifting parameters The assembly process was timed and resources and skill sets defined for a future mobilization Markings and labels were stenciled In order to reduce the time to assemble the IBFs and PLFs, larger sub-assemblies were defined and stored in a

    preassembled state (Figure 4) The lifting arrangement had to be modified since the ROV

    lifting hooks were too to the horizontal drive mechanisms (Figure 5)

    Figure 3 - Spool Piece Installation

    IBFs traverse mechanism ACME thread was made longer. It was noticed that the IBFs and PLFs may not be placed so the pipeline is exactly on the centerline. While the PLF already has a long traverse, the IBFs were originally made with a short traverse range (Figure 6)

    Path Forward To help maintain the systems efficiency and prevent obsolescence, a continuous improvement program is in place for DW RUPE. Every year, changes, improvements and modifications are submitted for approval. For 2011, a series of small modifications will be made, as follows:

    Grapple Design modifications: The original grapple design is based on a single rod standard double action hydraulic cylinder, which requires volume compensation since the rod side displaces less hydraulic fluid than the piston side, is vulnerable to leaks or punctures, and does not allow for a mechanical override. It was decided to convert the grapple to a mechanical system composed of an ACME thread actuated by a hydraulic motor, with an ROV bucket in case of a hydraulic failure (Figures 7, 8)

    Figure 4 - Drive Encased in PVC Pipe for Storage

    Reinforcement and tighter diameter tolerance for the IBF to Connector guide post (Figure 9)

    Add transponder buckets to the IBFs and PLFs Modifications to the hydraulic system (hard piping,

    routing of hydraulic lines) Extend lifting slings to accommodate an as built shift of

    the IBF center of gravity. Modify IBFs and PLF lifting arrangement to ease the

    ROV handling of the heavy slings Future Development

    DW RUPE has two divisions:

    The Pipeline Division is ready for deployment with approximately 12 Million USD in tools and equipment in inventory, and 792 miles of pipe dedicated to the co-ownership, currently all in the Gulf of Mexico. Pipe diameters range from 10 to 24.

  • 4 OTC 21228

    DW RUPE continues to actively research new sealing systems and seal materials for connectors, where the primary issue is control of the thermal expansion of the seals under high temperature pipeline conditions.

    The Flowline Division is currently under development. Flowlines have greater challenges, such as high pressures and temperatures, removal of hard coating, and thicker pipe wall, typically in diameters ranging between 4-inch and 12-inch nominal.

    ACME thread for IBF: Was 4 ft long, modified to be 12 ft long (same as PLF)

    ACME thread for IBF: Was 4 ft long, modified to be 12 ft long (same as PLF)

    ACME thread for IBF: Was 4 ft long, modified to be 12 ft long (same as PLF)

    Extension PlateExtension PlateExtension Plate

    Figure 5 - Extension Plates added to lifting rigging

    Figure 6 - IBF Extended Traverse range

    Figure 7 - Current Grapple Assembly Figure 8 - Proposed Grapple Design

  • OTC 21228 5

    Connector Guide Post Redesign: Tighter

    tolerances and Flange Reinforcement

    Figure 9 - Connector Guide Post Modifications Acknowledgements The authors wish to acknowledge the insight and interest of the DW RUPE co-ownership, namely Mike Stark (Enterprise), Leith McDonald (BP), Don Beesley and Kaya Alptunaer (ENI) and Bill Dick (Enbridge), and the following contractors for their contribution during the SIT: Lee Avery and Bruce Morris (Quality Connector Systems), Noah Teichmiller (Oceaneering International, Inc.), Mike Hargrave (Cutting Underwater Technologies). References 1 GE Oilfield

    Technology Magazine

    Ayers, Ray, Rebello, Armando, The Repair Process October 2009

    2 OTC 19207 A New Deepwater Pipeline Repair Capability for the Gulf of Mexico and Other Deepwater Regions

    May 2008

    3 OTC 17772 Rebello, Armando, and Ayers, Ray, DW RUPE: A Low Capex Deepwater Pipeline Repair System for the Gulf of Mexico

    May 2006

    4 Ayers, Ray and Rebello, Armando, DW RUPE JIP Phase 1 Final Report

    October 2005

    5 Ayers, Ray and Rebello, Armando, DW RUPE JIP Phase 2a Final Report

    September 2006

    6 IOPF Ayers, Ray, Rebello, Armando and Stark, Mike, DW RUPE International Offshore Pipeline Forum, Houston, Texas

    October 2007

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