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Failure Analysis Books | Corrosion Prediction | Welding Requirements of a SCR
Cathodic Protection for Deepwater Pipelines | ERW Pipe and Deep Water

 

Welding Requirements of a Steel Catenary Riser (SCR)
by: Gordon A. Aaker, P.E.


Welding Requirements of a Steel Catenary Riser (SCR)Design Consideration

The design of a SCR will include non-fatigue sensitive regions and fatigue sensitive regions.

  1. Non-Fatigue Region - The non-fatigue sensitive regions of the SCR will be welded and inspected according to ANSI B31.3 for normal service condition.
     
  2. Fatigue Region - The fatigue sensitive regions of the SCR will be fabricated and inspected according to ANSI B31.3 for serve cyclic service and following requirements.

Pipe Manufacturing Considerations

Welding Requirements of a Steel Catenary Riser (SCR)The objective in the fabrication of the SCR is to develop a welding plan, which optimizes SCR fatigue life and minimizes the difficulties of field fabrication and NDE inspection of the SCR welds. The primary concern in achieving these objectives is the quality of the pipe that is received for fabrication. An important factor in fatigue life is internal misalignment. · When line pipe is furnished according to the minimum requirements of API 5x, the ovality of the pipe ends and/or the variation in pipe wall thickness are problems. This problem can be minimized by negotiating tighter tolerances with the pipe manufacturer to achieve higher quality pipe. · Measures the thickness ovality of the pipe ends. This data can be evaluated to determine the best combination of pipe fit-ups to achieve minimum internal offset. · Machining the pipe ends prior to fit-up. Experience indicates that: (1) every effort should be made to receive the best quality of pipe that is possible; (2) attempt to minimize the internal misalignment by measuring the pipe ends for best combination of fit-ups and, (3) machine the inside diameter to achieve a maximum of 1/32" of mismatch at any location around the ID circumference.

Welding Considerations

Welding Requirements of a Steel Catenary Riser (SCR)The design bases for the flow line portion of the riser are ANSI B31.4 and ANSI B31.8. The design bases for the casing is ANSI B31.8. The design codes specify that the minimum requirements for welding are to be performed according to API 1104. Welding will be performed according to the requirements of API 1104, latest edition for Procedure Qualification Record and Welder Performance Qualification except that the defect tolerance limits for production welding shall meet the minimum requirements of ANSI B31.3 for severe cyclic conditions (see ANSI B31.3, Table 341.3.2A). This requirement shall apply to the flow line and the casing. The nondestructive examination (NDE) that is performed on production welding will include 100% Radiography (RT) and 100% Ultrasonic (UT) on each weld.

Welding will be performed using a GTAW root and hot pass. The remaining portion of the weld shall be performed with the SMAW process. For our purposes the GTAW root pass and hot pass shall be defined as "root area" and shall be taken to be a total of 0.25" thick divided equally between the two with 0.125" thickness for the root pass and 0.125" thick for the hot pass. Any weld repair that requires metal removal to a depth within 0.25" of the pipe ID surface shall be considered to be a "root area" defect and shall result in a weld cut-out rather than a localized repair. An intermediate RT may be considered after welding the "root area" and one or two fill passes to ensure the "root area" is free of defects before continuing with the welding operations. If any root area defects are found at this stage of welding, the weld shall be cutout just as would happen if roots were defects are found during final RT.

Weld Reinforcement (O.D. Weld Caps)

The weld cap shall be ground smooth if fatigue analysis indicate it is necessary. When required, the weld cap should be ground down or machined to 1/32" maximum above pipe OD surface. A flapper wheel sander can be used to smooth out the weld cap and blend the weld toe smoothly into the parent pipe and weld cap. Final sanding marks shall be oriented parallel to the longitudinal axis of the pipe. The cap shall be visually inspected for nicks, steps or other sudden changes in the weld cap. Magnetic particle (MT) shall be performed. Radiography (RT) All welds shall be radio graphed using standard techniques and a sensitive fine grain film (e.g., AgfaD2). Acceptance/rejection shall be based on ANSI B31.3 for severe cyclic service. Ultrasonic (UT) All welds shall be ultrasonically examined. Acceptance/rejection shall be based on ANSI B31.3 for severe cyclic service. Ultrasonic examination may be performed either manual or automatic.

 

 

 
 

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