Chapter
Aug 6, 2020
Pipelines 2020

Design of Large Pipelines Crossing Growth Faults in the Houston Area

Publication: Pipelines 2020

ABSTRACT

To comply with a mandated 80% reduction in groundwater extraction in Houston, the West Harris County Regional Water Authority is constructing the $1.2B surface water supply project. This project includes three steel pipeline crossings of growth faults. Two of these crossings are 96-in. in diameter and the third is 84-in. in diameter. These crossings rely on strain-based design to accommodate large permanent ground deformations. Guidelines for constructing natural gas and liquid hydrocarbon pipelines through areas prone to landslide and subsidence hazards (PRCI 2009) and other similar standards were used as guidance for the development of the design. The specified pipe materials are based on AWWA C200 Steel Pipe, 6 In. (150 mm) and Larger with minor modifications to meet the additional requirements of strain-based design. Specifications were developed to utilize AWWA steel pipe materials, standards and practices where acceptable and supplemented with addition requirements and testing necessary for stain-based design. Additionally, the project is evaluating allowing contractors to use proprietary steel joints designed to accommodate bending and tension.

Get full access to this article

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

REFERENCES

AISC (American Institute of Steel Construction). (2011). “Steel Construction Manual.” Fourteenth Edition, Chicago, IL.
ALA (American Lifelines Alliance). (2001). “Guidelines for the Design of Buried Steel Pipe.” Washington, DC.
ALA (American Lifelines Alliance). (2005). “Seismic Guidelines for Water Pipelines.” Washington, DC.
ASCE (American Society of Civil Engineers). (1984). “Guidelines for the Seismic Design of Oil and Gas Pipeline Systems.” Reston, VA.
ASCE (American Society of Civil Engineers). (2014) Minimum Design Loads for Buildings and Other Structures, Standard ASCE/SEI 7-10. Third printing. ASCE, Reston, VA.
AWWA (American Water Works Association). (2012), “Steel Water Pipe, 6 In. (150 mm) and Larger.” ANSI/AWWA C200-12, Denver, CO.
AWWA (American Water Works Association). (2017), “Steel Water Pipe – A Guide for Design and Installation.” AWWA Manual M11, Denver, CO.
Dorey, A. B., Cheng, J. J. R., and Murray, D. W. (2001). “Critical Buckling Strains for Energy Pipelines,”, Department of Civil Engineering, University of Alberta, Canada.
Duncan, M. (2000). Factors of Safety and Reliability in Geotechnical Engineering, ASCE Journal of Geotechnical and Geoenvironmental Engineering.
Ensoft, Inc. Engineering Software. (2016). “LPile – Analysis and Design of Deep Foundations Under Lateral Loads.” Austin, TX.
Filz, G. M., and Abedzadeh, F. (2015). Material properties for analysis of deep mixing support systems. Proceedings of the Deep Mixing Conference. Deep Foundations Institute, Hawthorne, NJ.
Fugro USA Land, Inc. (2017). “Brittmoore West Fault Delineation near the Sam Houston Tollway, TWDB Project No. 21700 – Surface Water Supply Project, Harris County, Texas.”, Houston, TX.
Honegger, D. G., and Nyman, D. (2004). “PRCI Guidelines for the Seismic Design and Assessment of Natural Gas and Liquid Hydrocarbon Pipelines,” Pipeline Research Council International, published by Technical Toolboxes, Houston, TX.
Newmark, N. M., and Hall, W. J. (1975). “Pipeline Design to Resist Large Displacement.” Proc., U.S. National Conference on Earthquake Engineering, Earthquake Engineering Research Institute, Oakland, CA, 416–425.
O’Rourke, M. J., and Liu, X. (2012). “Seismic Design of Buried and Offshore Pipelines.”, Buffalo, NY.
SAP2000 Advanced (Version 19.2.1). “Integrated Structural Analysis and Design.”, Computers and Structures, Inc., Walnut Creek, CA.
Stephens, D. R., Olson, R. J., and Rosenfeld, M. J. (1991). “Pipeline Monitoring – Limit State Criteria,” Battelle Memorial Laboratory,.

Information & Authors

Information

Published In

Go to Pipelines 2020
Pipelines 2020
Pages: 376 - 385
Editors: J. Felipe Pulido, OBG, Part of Ramboll and Mark Poppe, Brown and Caldwell
ISBN (Online): 978-0-7844-8319-0

History

Published online: Aug 6, 2020
Published in print: Aug 6, 2020

Permissions

Request permissions for this article.

Authors

Affiliations

Arne Nervik, M.ASCE [email protected]
P.E.
Heavy Civil Practice Lead, West Region, Black & Veatch, Walnut Creek, CA. Email: [email protected]
Sergio Flores, M.ASCE [email protected]
P.E.
Engineering Manager, Black & Veatch, Houston, TX. Email: [email protected]
Josh Metcalf, M.ASCE [email protected]
P.E.
Project Manager, Dannenbaum Engineering Corporation, Houston, TX. Email: [email protected]
Mostafa El-Engebawy, Ph.D. [email protected]
P.E.
Senior Structural Engineer, Black & Veatch, Kansas City, MO. Email: [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.

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 Paper
$35.00
Add to cart
Buy E-book
$96.00
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 Paper
$35.00
Add to cart
Buy E-book
$96.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share