SPE Projects, Facilities & Construction
Volume 3, Number 4, December 2008, pp. 1-10

SPE-123130-PA

Leak Detection in Subsea Pipeline: A Mechanistic Modeling Approach With Fixed Pressure Boundaries

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DOI  More information 10.2118/123130-PA http://dx.doi.org/10.2118/123130-PA

Citation

  • Gajbhiye, R.N., and Kam, S.I. 2008. Leak Detection in Subsea Pipeline: A Mechanistic Modeling Approach With Fixed Pressure Boundaries. SPE Proj Fac & Const3 (4): 1-10. SPE-123130-PA.

Discipline Categories

  • 6 Reservoir Description and Dynamics
  • 5 Production and Operations
  • 1 Drilling and Completions

Summary

This study shows how a subsea pipeline leak can be modeled in a mechanistic way. Special attention is paid to the implication of fixed-pressure boundary conditions at both upstream and downstream locations, which is relevant to the way the majority of field operations are actually performed. The use of fixed-pressure boundary conditions leaves the change in inlet total flow rate (Δqt in) and the change in outlet total flow rate (Δqt out) as two possible leak-detection indicators that can be monitored on a real-time basis. The two-phase flow of gas and oil mixtures in subsea pipelines is analyzed by using Beggs and Brill's correlations. The effect of different parameters on the mechanistic leak-detection modeling is also investigated, accounting for gas compressibility, backpressure of the system, pressure drop across the system, and gas/oil fraction at the leak.

Also presented in this study is a new method to predict the change in inlet or outlet total flow rates (Δqt in or Δqt out) in a form of contours with dimensionless leak opening size (dleak/D) and dimensionless leak position (xleak/L) in x and y axes. This new style of reporting leak-detection indicators is believed to provide a convenient means to improve data interpretation in actual field practice and laboratory tests.

Introduction

A safe and proper operation of complex deepwater infrastructure has been a serious issue for the oil industry (Teal 2003; Tubb 2006; Carlsen and Mjaaland 2006; French et al. 2006). Even small oil-spill incidents may create a considerable technical and financial adversity, facing a delay in oil and gas production, a loss of hydrocarbon products, an additional expense for repair and remediation, and a negative impact on the operating company’s reputation (Don 2004). In fact, pipeline leaks have already become a frequent problem. It is not only the environment, but also companies, including producers and transporters, that suffer from leak accidents. Leaks from subsea pipelines are just as common as those from inland pipelines. Earlier experience shows that small leaks leading to spills of 1–5 gallons per hour is very difficult to detect by using existing leak-detection methods, compared to leaks with relatively large opening sizes (Mastandrea et al. 1990; Cranswick 2001; Teal 2003).

Pipeline operators use various types of detection approaches including both hardware- and software-based methods (Jolly et al. 1992; Barlas 2001; Theakston and Larnaes 2002; Bloom 2004; Liu et al. 2005). Scott and Barrufet (2003) provide a thorough summary about recent developments in this area. Acoustics, fiber optics, ultrasonics, and cable sensors are examples of hardware-based methods, while mass balance, transient modeling, and pressure analysis are examples of software-based methods. A software-based leak-detection method identifies a pipeline leak which occasionally causes several immediate detectable effects in terms of fluctuations in the monitoring pressures and/or flow rates (Mastandrea et al. 1990; Bonn 1998). Earlier studies usually focused on the drastic change in flow conditions resulting from the blowdown and rupture of subsea vessels or pipelines (Norris and Puls 1993; Norris and Hissong 1994). It is clear that such a relatively large leak can predict the failure of multiphase flowlines reasonably well.

Looking into the impact of relatively small-size leaks in subsea pipelines, Dinis et al. (1999) developed the concept of leak-detection modeling for a single-phase incompressible flow. They claimed that a leak which is larger in its size and located further downstream can be more easily detected by comparing their modeling results with laboratory flow experiments in 9,460-ft-long horizontal flow loops. Their analysis was based on the flow rate measured only at the outlet, ignoring the pressure and flow rate at the inlet. The same concept was tested with a single-phase compressible gas line (Scott and Yi 1998) by comparing the responses before and after the leak. Scott et al. (1999) and Smith and Griffin (2001) further extended these leak-detection procedures by utilizing an empirical two-phase flow-friction factor.

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History

  • Original manuscript received: 1 February 2008
  • Meeting paper published: 5 May 2008
  • Revised manuscript received: 21 July 2008
  • Manuscript approved: 26 July 2008
  • Version of record: 15 December 2008