Technical Papers
Feb 9, 2015

Fluidic Drag Estimation in Horizontal Directional Drilling Based on Flow Equations

Publication: Journal of Pipeline Systems Engineering and Practice
Volume 6, Issue 4

Abstract

Horizontal directional drilling (HDD) is a trenchless technology used to install underground utilities. The force required to pull a pipe through the borehole during installation is crucial to design engineers. Various methods have been proposed to estimate the pullback load, each dealing with fluidic drag in a different way. Limitations in fluidic drag estimation by current design procedures have revealed the significance of having a reliable method for calculation. This paper proposes a new method to calculate fluidic drag based on annular flow equations. This method is used to calculate viscous drag for two HDD case studies, and the results are compared to the estimations by current methods, such as PRCI and ASTM F1962. Pullback load estimation based on the new method agrees well with the actual installation loads. This paper also investigates the impact of design factors on fluidic drag by presenting a sensitivity analysis over a practical range of related parameters. The ratio of pipe radius to borehole radius is observed to have the most influence on fluidic drag.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The authors would like to acknowledge the Crossing Company’s technical and financial contributions, as well as the Consortium for Engineered Trenchless Technologies and the Natural Sciences and Engineering Research Council of Canada for providing financial support. The authors also would like to thank Lauren Wozny for her editorial assistance with this paper.

References

API (American Petroleum Institute). (1995). “Recommended practice on the rheology and hydraulics of oil-well drilling fluids.”, Washington, DC.
Ariaratnam, S. T., Harbin, B. C., and Stauber, R. L. (2007). “Modeling of annular fluid pressures in horizontal boring.” Tunnelling Underground Space Technol., 22(5), 610–619.
ASTM. (2011). “Standard guide for use of maxi-horizontal directional drilling for placement of polyethylene pipe or conduit under obstacles, including rivers.”, West Conshohocken, PA.
Baumert, M. E., and Allouche, E. N. (2002). “Methods for estimating pipe pullback loads for horizontal directional drilling (HDD) crossings.” J. Infrastruct. Syst., 12–19.
Baumert, M. E., Allouche, E. N., and Moore, I. D. (2005). “Drilling fluid considerations in design of engineered horizontal directional drilling installations.” Int. J. Geomech., 339–349.
Chehab, A. G., and Moore, I. D. (2008). “Polymer pipes in trenchless applications: HDPE pipe response during pulled-in-place installation.” Proc., Geoamericas: The First Pan American Geosynthetics Conf. and Exhibition, Industrial Fabrics Association International (IFAI), Roseville, MN.
Chhabra, R. P., and Richardson, J. F. (1999). Non-Newtonian flow in the process industries, Butterworth-Heinemann, Oxford.
Drillpath. (1996). Theory and user’s manual, Infrasoft LLC, Houston.
Driscopipe. (1993). “Technical expertise application of Driscopipe in directional-drilling and river-crossings.”, Phillips Driscopipe, Wellford, SC, 1–40.
Duyvestyn, G. (2009). “Comparison of predicted and observed HDD installation loads for various calculation methods.” Proc., Int. No-Dig Show, North American Society for Trenchless Technology (NASTT), Cleveland, OH.
Fredrickson, A., and Bird, R. B. (1958). “Non-Newtonian flow in annuli.” Ind. Eng. Chem., 50(3), 347–352.
Haciislamoglu, M., and Langlinais, J. (1990). “Non-Newtonian flow in eccentric annuli.” J. Energy Resour. Technol., 112(3), 163–169.
Haciislamoglu, M., and Langlinais, J. (1991). “Effect of pipe eccentricity on surge pressures.” J. Energy Resour. Technol., 113(3), 157–160.
Halliburton. (1997). “Fluids handbook.” Baroid fluid services, Chapter 9, Rheology and Hydraulics, Houston.
Hanks, R. W., and Larsen, K. M. (1979). “The flow of Power law non- Newtonian fluids in concentric annuli.” Ind. Eng. Chem. Fundam., 18(1), 33–35.
Huey, D. P., Hair, J. D., and McLeod, K. B. (1996). “Installation loading and stress analysis involved with pipelines installed in horizontal directional drilling.” Proc., Int. No-Dig Show, North American Society for Trenchless Technology (NASTT), Cleveland, OH.
J.D. Hair & Associates. (2008). Installation of pipelines by horizontal directional drilling, an engineering design guide, Pipeline Research Council International, Technical Toolboxes Inc., Houston.
MathWorks. (2014). “Global optimization toolbox: User’s guide (r2014b).” 〈http://www.mathworks.com/help/optim/ug/fsolve.html〉 (Nov. 4, 2014).
Mitchell, R. F., Miska, S., and Aadnoy, B. S. (2011). Fundamentals of drilling engineering, Society of Petroleum Engineers, Richardson, TX.
Najafi, M. (2014). Trenchless technology: Pipeline and utility design, construction, and renewal, McGraw-Hill, New York.
NEN. (1992). “Requirements for steel pipeline transportation systems.”, Delft, Netherlands.
Osbak, M. (2011). “Theory and application of annular pressure management.” Proc., Int. the No-Dig Conf., North American Society for Trenchless Technology (NASTT), Cleveland, OH.
Ostwald, W. (1925). “Ueber die geschwindigkeitsfunktion der viskosität disperser systeme. I.” Colloid Polym. Sci., 36(2), 99–117.
Polak, M. A., and Lasheen, A. (2002). “Mechanical modelling for pipes in horizontal directional drilling.” Tunnelling Underground Space Technol., 16(1), 47–55.
PPI (Plastics Pipe Institute). (2009). “Horizontal directional drilling.” Chapter 12, Handbook of polyethylene pipe, Irving, TX.
Puckett, S. (2003). “Analysis of theoretical versus actual HDD pulling loads.” Proc., ASCE Pipeline Conf., ASCE, Reston, VA.

Information & Authors

Information

Published In

Go to Journal of Pipeline Systems Engineering and Practice
Journal of Pipeline Systems Engineering and Practice
Volume 6Issue 4November 2015

History

Received: Jul 30, 2014
Accepted: Dec 31, 2014
Published online: Feb 9, 2015
Discussion open until: Jul 9, 2015
Published in print: Nov 1, 2015

Permissions

Request permissions for this article.

Authors

Affiliations

Ashkan Faghih [email protected]
Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 2W2. E-mail: [email protected]
Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 2W2. E-mail: [email protected]
Alireza Bayat [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 2W2 (corresponding author). E-mail: [email protected]
Manley Osbak [email protected]
Vice President, Crossing Company Inc., Nisku, AB, Canada T9E 7S8. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share