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STEEL PIPE · FITTING · WELDING TECHNICAL STUDY

Bidirectional Pigging Subsea Tee Design and Installation Study Note

Literature Overview

This paper by Huang Jun, He Shaoli, and Jia Xu from the CNOOC Research Institute addresses a significant engineering challenge in offshore pipeline systems: the design and installation of a subsea tee fitting that supports bidirectional pigging. Published in the Oil and Gas Storage and Transportation journal in 2011 (Volume 30, Issue 9, pages 705-707), the study describes the first domestic application of a bidirectional pigging subsea tee in the Suizhong 36-1 Oilfield Phase I Adjustment Development Project. The work addresses both the fitting design and the innovative installation methodology developed to overcome challenges associated with subsea tee deployment.

Design Requirements and Technical Challenges

Subsea tee fittings serve as junction points in offshore pipeline networks, connecting main pipelines with branch lines that lead to individual wells or collection platforms. In densely distributed pipeline areas, tees are essential for efficient network configuration. However, the design and installation of subsea tees present unique challenges:

Design Feature Traditional Y-Tee Bidirectional Pigging Tee
Main pipe pigging Single direction Bidirectional
Branch pipe pigging Not supported Bidirectional
Installation method Traditional subsea methods Equal-length pipe segment pre-installation
Pigging direction limitation Yes No
Network flexibility Limited Enhanced

Bidirectional Pigging Tee Design

The bidirectional pigging subsea tee was designed to enable pigging operations in both directions along both the main and branch pipelines. This capability is achieved through a specific internal geometry that allows pig passage through the intersection without obstruction. The design requires careful consideration of the intersection geometry to ensure that pigs can navigate the tee without getting stuck or losing integrity.

The internal flow path design must balance pigging capability with hydrodynamic performance. Excessive internal roughness or geometric discontinuities can cause turbulence and pressure drop, while overly smooth transitions may compromise the structural integrity of the intersection. The design also considers the material selection, welding procedures, and non-destructive examination requirements for subsea service conditions, typically governed by standards such as API 5L, DNV-ST-F101, and NACE MR0175.

Pigging Compatibility Analysis

For bidirectional pigging to function reliably, the tee geometry must accommodate the pig diameter relative to the pipe inner diameter within acceptable clearance limits. The typical clearance ratio for pigging is 1-3% (pig diameter to pipe ID). At the tee intersection, the effective flow area changes, and the pig must transition smoothly between the main and branch pipe diameters. The design must account for:

Innovative Installation Methodology

The paper describes a novel installation method called the "equal-length pipe segment pre-installation method" for deploying the subsea tee. This method addresses the limitations of traditional subsea tee installation approaches, which typically involve complex welding or mechanical connection procedures performed underwater.

The equal-length pipe segment pre-installation method involves the following steps:

  1. Pre-fabrication: The subsea tee is connected to equal-length straight pipe segments on both sides, creating a complete pipe section with the tee at the center.
  2. Pre-laying: A pipeline laying vessel deploys the equal-length straight pipe segments along the planned route, establishing the pipeline alignment.
  3. Tee segment replacement: The pre-assembled tee segment (tee plus equal-length pipe sections) is used to replace the corresponding section of the already-laid pipeline.
  4. Connection and sealing: The tee segment is connected to the existing pipeline using appropriate subsea connection methods, ensuring pressure integrity.

This method offers several advantages over traditional approaches: improved construction efficiency, reduced installation difficulty and risk, and lower engineering investment. The pre-installation of straight pipe segments allows for more precise positioning of the tee, reducing the complexity of underwater alignment and connection operations.

Engineering Practice Considerations

For engineers involved in offshore pipeline design and construction, the findings of this study provide practical guidance on tee selection and installation methodology. Several considerations should be addressed in the design phase:

Study Insights and Recommendations

This paper represents a practical engineering solution to a real-world offshore construction challenge. The bidirectional pigging capability of the tee design provides significant operational flexibility for pipeline maintenance and inspection programs. The equal-length pipe segment pre-installation method is an innovative approach that reduces the complexity and risk of subsea tee installation.

However, several aspects warrant further consideration. The long-term integrity of the subsea connections used in the pre-installation method should be evaluated through fatigue analysis and corrosion assessment. The impact of repeated pigging operations on the tee intersection geometry and material properties should be monitored through periodic inspection programs. Additionally, the scalability of this installation method to different water depths, pipeline diameters, and environmental conditions should be assessed for broader application.

In conclusion, the work by Huang et al. demonstrates a successful application of innovative design and installation methodologies for subsea tee fittings. The bidirectional pigging capability enhances operational flexibility, while the equal-length pre-installation method reduces construction risk and cost. These solutions are particularly valuable for densely configured offshore pipeline networks where efficient tee deployment is critical to project success. Engineers should consider these approaches in future offshore pipeline projects, adapting them to specific project requirements and environmental conditions.