SPE Production & Operations
Volume 22, Number 1, February 2007, pp. 78-82

SPE-95239-PA

The Penetration of Coiled Tubing With Residual Bend in Extended-Reach Wells

View full textPDF ( 536 KB )

DOI  More information 10.2118/95239-PA http://dx.doi.org/10.2118/95239-PA

Citation

  • Zheng , A. and Adnan, S. 2007. The Penetration of Coiled Tubing With Residual Bend in Extended-Reach Wells. SPE Prod & Oper  22 (1): 78-82. SPE-95239-PA.

Discipline Categories

  • 1.2 Drilling Design and Analysis
  • 1.2.3 Torque/Drag Modeling, BHA Performance Prediction

Summary

Residual bend exists in every coiled tubing string. When the coiled tubing is placed inside a wellbore, its initial configuration is not straight but has a certain residual bend. This paper’s objective is to explain how this residual bend in coiled tubing affects its extended reach.

This paper presents a new modeling technique to account for the effect of residual bend on coiled-tubing posthelical buckling behavior and maximum penetration. The initial configuration of the coiled tubing is assumed to be the form of a helix along the wellbore. By using the energy method, a set of solutions is obtained for the helix configuration and the radial contact force under the conditions of applied axial force and initial residual bend. These solutions are used to analyze axial load transfer and extended-reach capability of coiled tubing on horizontal wells. It is shown that in a horizontal well, with a relatively small residual bend radius, the existence of residual bend significantly reduces the maximum depth the coiled tubing can reach. Results of this work can be used to enhance job design for extended-reach applications.

Introduction

Residual bend exists in every coiled-tubing string. During storage and transportation, a coiled-tubing string is plastically deformed (bent) as it is spooled on a reel. During operations, the tubing is unspooled (bent) from the reel and bent on the gooseneck before entering into the injector and the wellbore. After leaving the injector, the coiled tubing has a residual bending radius typically ranging from 150 to 400 in. After entering into the wellbore, the initial configuration of the coiled tubing is not straight; it retains a residual bending curvature. The objective of this paper is to explain how this residual bend affects coiled-tubing posthelical buckling behavior and lockup.

The subject of buckling and lockup for long tubing strings has been researched extensively in the oilfield industry.P1-11P In his pioneering work on the helical buckling of a long tubing string in the wellbore, Lubinski first established the relationship between the pitch of the helix and the applied forces (Lubinski et al. 1962).  Thereafter, most of the research focused on determining the critical buckling loads of a long tubing string in horizontal or inclined wells (Paslay and Bogy 1964; Dawson and Paslay 1984; Chen et al. 1990; Wu and Juvkam-Wold 1995). A few researchers looked at the effect of torsion on helical buckling (Wu 1997; He et al. 1995; Miska and Cunha 1995; Mitchell and Miska 2006) or the effect of connectors (Mitchell and Miska 2006). Mitchell (1986) further established the relationship between the radial contact force and the applied axial force on a helically buckled string, which has since been widely used to evaluate the effect of helical buckling on lockup depth.

These works typically assumed a straight tubing string. Qiu et al. (1997) developed a new model to evaluate the effect of the tubing’s initial configuration (curvature) on sinusoidal and helical buckling. They assumed that the initial configuration of the coiled tubing was sinusoidal with the coiled tubing lying on the low side of the wellbore. They concluded that the initial configuration had a significant effect on the least axial force required to produce coiled-tubing helical buckling in the wellbore.

In this paper, a new modeling technique is presented to account for the effect of coiled-tubing residual bend on posthelical buckling and lockup. The initial configuration of a coiled-tubing string is assumed to take the form of a helix. By using the energy method, the formulae for helix pitch and radial contact force is derived, accounting for the initial residual bend and the applied axial force. These relationships are used to derive the axial load transfer along the coiled tubing with residual bend. The axial load transfer solution allows us to evaluate the effect of residual bend on coiled tubing helical buckling and lockup. It is shown that in a horizontal well, the effect of residual bend could significantly reduce the coiled tubing maximum reach. Results of this work can be used to help design coiled-tubing jobs for extended-reach applications.

View full textPDF ( 536 KB )

History

  • Original manuscript received: 14 July 2005
  • Meeting paper published: 9 October 2005
  • Revised manuscript received: 19 June 2006
  • Manuscript approved: 20 June 2006
  • Version of record: 20 February 2007