TECHNICAL PAPERS
Dec 1, 2005

Drilling Fluid Considerations in Design of Engineered Horizontal Directional Drilling Installations

Publication: International Journal of Geomechanics
Volume 5, Issue 4

Abstract

A literature review is presented that identifies a number of areas where procedures for the engineering design of bored installations in soil using horizontal directional drilling (HDD) can be improved through a more realistic consideration of drilling fluid drag effects and skin friction coefficients. The current HDD practice of calculating annular frictional pressure loss caused by drilling fluid drag based on the assumption of concentric annular flow of a Bingham plastic fluid is demonstrated to be overly conservative. Consequently, critical design parameters, such as depth of cover, which affects crossing length, and drilling equipment size, which is selected based on anticipated pulling load, cannot be optimized. This can result in overly conservative design and unnecessary construction costs. Parameter values currently employed in HDD pulling load prediction are challenged suggesting that the viscous shear of drilling fluid is significantly less than typically quoted and that the friction coefficients often employed are not representative of all skin friction effects in HDD. A new real-time monitoring cell for large-scale HDD is described that can be used to optimize installations and to assess and update current prediction models.

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References

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Published In

Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 5Issue 4December 2005
Pages: 339 - 349

History

Received: Dec 12, 2003
Accepted: Oct 22, 2004
Published online: Dec 1, 2005
Published in print: Dec 2005

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Authors

Affiliations

Michael E. Baumert [email protected]
P.E.
Assistant Professor, Trenchless Technology Center, College of Engineering Science, Dept. of Civil Engineering, Louisiana Tech Univ., Ruston, LA 71270 (corresponding author). E-mail: [email protected]
Erez N. Allouche [email protected]
P.E.
Assistant Professor, Trenchless Technology Center, College of Engineering Science, Dept. of Civil Engineering, Louisiana Tech Univ., Ruston, LA 71270. E-mail: [email protected]
Ian D. Moore [email protected]
Professor and Canada Research Chair in Infrastructure Engineering, GeoEngineering Center at Queen’s-RMC, Queen’s Univ., Kingston, Ontario, Canada. E-mail: [email protected]

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