Soil Model Assessment for Subsea Wellhead Fatigue using Monitoring Data
EVENT: OTC
1 May 2017
A significant effort is made by the industry through analyses and field monitoring to ensure delivery of safe and reliable wells. Fatigue analysis is an important aspect of well integrity assurance. Structural fatigue damage arises from stress changes caused by environmental cyclic loads acting on the riser system. In practice, the conductor-soil interaction under cyclic loading is modeled using the soil resistance-displacement (P-y) springs. Use of an appropriate soil model is essential for accurate determination of the fatigue damage.
The American Petroleum Institute recommendations (API 2011) for P–y curves, which are often used for conductor–soil interaction analysis, have originally been developed for piled foundation and are inappropriate for well fatigue analysis. To that end, a new approach was developed by Zakeri et al. (2015) to derive P-y curves specifically for well fatigue analysis. Ultimate performance of each soil model can be determined and verified with field monitoring.
This paper presents results of a field monitoring campaign for a well drilled in 354 ft water depth within a complex seabed stratigraphy comprising sands (loose to dense) and clays (very soft to stiff). Design, calibration and verification of the riser/conductor structural model using field data are presented in a companion paper (Ge et al. 2017). Herein, the effect of soil modeling on wellhead fatigue is discussed and predictions made with the API (2011) and the Zakeri et al. (2015) soil P-y springs are compared to field monitoring data. For the case presented herein, the results indicate that the Blowout Preventer (BOP) stack motion response is significantly affected by the soil stiffness and modeling methods. The predictions made with the Zakeri et al. (2015) model provided BOP response similar to those observed in the field both above and below the mudline. Whereas, the analyses done with the API (2011) model significantly overestimated the ‘measured’ conductor fatigue life above the mudline and underestimated it below. The results of this monitoring program are a step forward in better understanding system behavior of offshore wells.
Authors
Bulent Mercan
Technical Advisor - Integrity Monitoring
About
Bulent is a technical advisor based in 2H’s Houston office where he is responsible for the development, management, and growth of integrity monitoring programs for subsea structural systems in the oil, gas and renewable sectors. Bulent has held numerous project management and technical leadership roles on a variety of projects like Measurement-based Wellhead Fatigue JIP, integrity monitoring (including drilling risers, wellheads, SCRs, TTRs, subsea jumpers), the structural and thermal assessment of power cables, and the analysis of seawater intake risers as part of decarbonization strategies. Bulent is a registered Professional Engineer in Texas and holds a Ph.D. in structural engineering from the University of Minnesota.
Insights
Mike Campbell
Global Director, USA
Mike Campbell
Global Director, USA
About
Mike is a Global Director and vice president of 2H’s Houston office, where he is responsible for the management of the engineering group. Mike has over 22 years of experience dedicated to riser engineering, ranging from conceptual design and feasibility to detailed design, installation, monitoring and operational integrity management for all types of riser systems and subsea equipment. He has authored numerous technical publications including fatigue analysis methods and the use of field measurements to benchmark and improve design tools. Mike is a graduate of the University of Sheffield, UK, and has a bachelor’s degree in mathematics and physics.
Yenny Chandra
Engineering Specialist
About
Yenny has over 9 years of experience in offshore riser systems including Steel Catenary Risers (SCR), Top Tensioned Risers (TTR), drilling risers, and completion risers. She has been involved in design and analysis of riser systems, structural monitoring, and riser life extension projects. Her recent work has been focusing on using measurements to verify industry-standard modelling practice in fatigue assessment of SCRs and drilling risers. Yenny is a registered Professional Engineer (PE) in Texas and holds a doctoral degree from Rice University, Houston.
M. Long Ge
BP