SPE Drilling & Completion
Volume 20, Number 2, June 2005, pp. 141-146

SPE-86509-PA

Experimental and Theoretical Simulation of Gravel-Pack Displacement in Extended Horizontal-Offshore Wells

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DOI  More information 10.2118/86509-PA http://dx.doi.org/10.2118/86509-PA

Citation

  • Martins, A.L., de Magalhaes, J.V.M., Calderon, A., Mathis, S.P., Trujillo, C., and Nguyen, H.T. 2005. Experimental and Theoretical Simulation of Gravel-Pack Displacement in Extended Horizontal-Offshore Wells. SPE Drill & Compl20 (2): 141-146. SPE-86509-PA.

Discipline Categories

  • 1 Drilling and Completions

Summary

This article presents the development of a computational tool to guide horizontal gravel-pack design for long horizontal offshore wells. Mechanistic model hypotheses, experimentation at a large-scale flow loop, and software development are detailed. The computer simulation results are then compared with field data collected in the Campos basin operations, offshore Brazil. A discussion on design alternatives for a long horizontal well at low fracture-gradient formations is presented. This discussion includes a sensibility analysis on screen eccentricity, open and closed blowout-preventer (BOP) configurations, and alpha (alone) vs. alpha plus beta wave displacement options.

Introduction

Gravel packing is, today, the most frequently applied sand-control technique in the Campos basin. Because of the critical conditions, such as the deep and ultradeep water and low fracture gradients, a lot of precision is required to ensure gravel-packing success. Most models available in the industry for horizontal gravel-pack design are essentially empirical, resulting in imprecise predictions for extrapolated conditions.

The new scenario for offshore development in Brazil includes heavy-oil fields in deep waters in which 2000-m horizontal sections are required. Because of the nonconsolidated formations found, sand-control options are a major issue, and gravel packing is a strong candidate for sand control, if pressure-loss issues can be overcome.

These aspects were the main motivators for a research project that included theoretical and experimental developments. A mechanistic model to describe the whole operation, including sand injection and alpha/beta waves propagation, fluid leakage, multizonal isolation, and beta wave pressure-reduction optimization, was developed. The main core of the model—aiming the definition of alpha wave height—is based on a two-layer model approach. Initially developed for hydrotransport applications, this kind of model has been adapted by several authors for drilled-cuttings transport analysis. There is a consensus among design and operation engineers that physically based software is a necessary rigsite tool for determining operational parameters, especially when last-minute data have to be considered.

Several authors present experimental results of horizontal gravel packing performed in test facilities.1–3 In the present study, 15 runs on a full-scale displacement loop in which the effects of pipe eccentricity, particle diameter, particle shape, fluid flow rate, and return flow rate could be quantified. The results enabled the adjustment of fundamental coefficients in the mechanistic model.

Theoretical Model

The proposed model consists of the following steps: pressure propagation during string injection, alpha wave height prediction, and pressure propagation during alpha/beta wave deposition. A brief description of the physics involved in each step follows, while the formulation and more details are highlighted in Martins et al.4

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History

  • Original manuscript received: 10 May 2004
  • Revised manuscript received: 31 January 2005
  • Manuscript approved: 26 April 2005
  • Version of record: 15 June 2005