Technical Papers
Jun 30, 2020

Comparative Analysis of Environmental and Social Costs of Trenchless Cured-in-Place Pipe Renewal Method with Open-Cut Pipeline Replacement for Sanitary Sewers

Publication: Journal of Pipeline Systems Engineering and Practice
Volume 11, Issue 4

Abstract

The development of underground infrastructure, environmental concerns, and economic trends is influencing society, resulting in the advancement of technology for more efficient, environment-friendly, and cost-effective pipeline installation and renewal. A comparison of environmental and social (E and S) costs of a pipeline renewal and replacement (R and R) is an essential element when considering sustainable development of underground infrastructure. Project owners, decision-makers, design consultants, and contractors commonly take into consideration the construction costs only and overlook the E and S cost aspects while making a choice between trenchless renewal and open-cut pipeline replacement (OCPR). Trenchless cured-in-place pipes (CIPP) involve a liquid thermoset resin saturated material that is inserted into the existing pipeline by hydrostatic or air inversion or by mechanically pulling-in and inflating. The liner material is cured-in-place using hot water, steam, or light cured using ultraviolet (UV) light, resulting in the CIPP product. The objective of this paper is to provide a comparative analysis of E and S costs of a trenchless CIPP renewal method (CIPPRM) with OCPR for small diameter sanitary sewers (SDSS) and to identify influencing factors impacting costs. An actual case study based on a river basin in Pasadena, CA, was used for this research to evaluate the E and S costs implication of a small-diameter CIPPRM and OCPR. The results show that the total E and S costs of a trenchless CIPP method is 90% less as compared to OCPR for SDSS, such as 203305  mm (8–12 in.) diameters. It was determined that the environmental impacts of the CIPP will be more than its social impacts. For open-cut, the social impacts are found to be more than environmental impacts. CIPP renewal caused less ozone depletion, global warming, smog, acidification, eutrophication, noncarcinogenics, respiratory effects, ecotoxicity effects, and fossil fuel depletion. The liner, felt, and resin influenced the environmental cost the most for CIPP compared to open-cut in which power consumption of construction equipment and pipe material drove the environmental cost. The cost of fuel for detour roads, detour delays, and pavement restoration were negligible for CIPPRM as compared with OCPR, which contributed a major social cost factor (approximately 75%). A similar approach can be applied for larger pipe diameters and other locations to develop a decision tool.

Get full access to this article

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

Data Availability Statement

Some or all data, models, or code generated or used during the study are available in a repository online in accordance with funder data retention policies at: http://hdl.handle.net/10106/28669.

Acknowledgments

The authors would like to acknowledge the support of the Center for Underground Infrastructure Research and Education (CUIRE), Department of Civil Engineering, University of Texas at Arlington, for funding this study. Mr. Tim Peterie and Mr. Terry Henry of Insituform Technologies, Inc., and industry experts from NASSCO, Inc., provided information regarding CIPP installation.

References

Ajdari, E. 2016. “Volatile organic compound (VOC) emission during cured-in-place-pipe (CIPP) sewer pipe rehabilitation.” Ph.D. dissertation, Dept. of Civil Engineering, Univ. of New Orleans.
Allouche, E., S. Alam, J. Simicevic, and R. Sterling. 2012. A retrospective evaluation of cured-in-place pipe (CIPP) used in municipal gravity sewers. Ruston, LA: Environmental Protection Agency, Trenchless Technology Center at Louisiana Tech University, Battelle Memorial Institute, Jason Consultants.
Allouche, E. N., and A. Gilchrist. 2004. “Quantifying construction related social costs.” In Proc. NASTT No-Dig Conf. Cleveland: North American Society for Trenchless Technology.
Alsadi, A. 2019. “Evaluation of carbon footprint during the life-cycle of four different pipe materials.” Ph.D. dissertation, Dept. of Civil Engineering, Louisiana Tech.
ASCE. 2019. Guidelines for the sustainable design of pipelines. Reston, VA: ASCE.
ASTM. 2016. Standard practice for rehabilitation of existing pipelines and conduits by the inversion and curing of a resin-impregnated tube. ASTM F1216. West Conshohocken, PA: ASTM.
Atalah, A. 2004. “Ground movement in hard rock conditions related to pipe bursting.” In Proc. ASCE Pipelines 2004. Reston, VA: ASCE.
Bartlett, S., H. Cisneros, P. Decker, G. Heartwell, A. Warnock, M. Nellenbach, and B. Campanelli. 2017. Executive council on infrastructure water task force. Reston, VA: ASCE.
CE Delft. 2017. Handbook environmental prices. HH Delft, Netherlands: CE Delft.
Chilana, L., A. H. Bhatt, M. Najafi, and M. Sattler. 2016. “Comparison of carbon footprints of steel versus concrete pipelines for water transmission.” J. Air Waste Manage. Assoc. 66 (5): 518–527. https://doi.org/10.1080/10962247.2016.1154487.
CUIRE (Center for Underground Infrastructure Research and Education). 2018. Evaluation of potential release of organic chemicals in the steam exhaust and other release points during pipe rehabilitation using the trenchless cured-in-place pipe (CIPP) method. Arlington, TX: CUIRE.
Das, S., A. Bayat, L. Gay, M. Salimi, and J. Matthews. 2016. “A comprehensive review on the challenges of cured-in-place pipe (CIPP) installations.” J. Water Supply Res. Technol. AQUA 65 (8): 583–596. https://doi.org/10.2166/aqua.2016.119.
Donaldson, B. 2012. Water quality implications of culvert repair options: Vinyl ester based and ultraviolet cured-in-place pipe liners. Charlottesville, VA: Virginia Center for Transportation Innovation and Research.
Donaldson, B. M., and A. Baker. 2008. The environmental implications of cured-in-place pipe rehabilitation. Charlottesville, VA: Virginia Transportation Research Council.
Gangavarapu, B. S. 2003. Analysis and comparison of traffic disruption using open-cut and trenchless methods of pipe installation. Ann Arbor, MI: ProQuest Information and Learning Company.
Hashemi, B. 2008. “Construction cost of underground infrastructure renewal: A comparison of traditional open-cut and pipe bursting technology.” Master’s thesis, Dept. of Civil Engineering, Univ. of Texas.
Hashemi, B., T. Iseley, and J. Raulston. 2011. “Water pipeline renewal evaluation using AWWA class IV CIPP, pipe bursting, and open-cut.” In Proc. Int. Conf. on Pipelines and Trenchless Technology. Reston, VA: ASCE.
Heinselman, W. 2012. “The history of cured-in-place-pipe lining in the United States.” Accessed November 5, 2012. https://www.expresssewer.com/blog/bid/242423/The-History-Of-Cured-in-Place-Pipe-Lining-in-the-United-States.
Howard, A. 1996. Pipeline installation. Lake Wood, CO: Relativity Publishing.
Islam, A., E. Allouche, and J. Matthews. 2014. “Assessment of social cost savings in trenchless projects.” In Proc. North American Society for Trenchless Technology (NASTT). Cleveland: North American Society for Trenchless Technology.
ISO. 2006. Environmental management—Life cycle assessment—Principles and framework. ISO 14040. Geneva: ISO.
Joshi, A. 2012. “A carbon dioxide comparison of open cut and pipe bursting.” Master of Technology Management Plan II Graduate Projects. Paper 7. Houston: Univ. of Houston.
Jung, Y., and S. Sinha. 2007. “Evaluation of trenchless technology methods for municipal infrastructure system.” J. Infrastruct. Syst. 13 (2): 144–156. https://doi.org/10.1061/(ASCE)1076-0342(2007)13:2(144).
Kamat, S. M. 2011. “Comparison of dust generation from open cut and trenchless technology methods for utility construction.” Master’s thesis, Dept. of Civil Engineering, Univ. of Texas at Arlington.
Kampbell, E. 2009. “Understanding environmental implications of CIPP rehab technology.” Accessed April 1, 2009. https://ucononline.com/magazine/2009/april-2009-vol-64-no-4/features/understanding-environmental-implications-of-cipp-rehab-technology.
Kaushal, V. 2019. “Comparison of environmental and social costs of trenchless cured-in-place pipe renewal method with open-cut pipeline replacement for sanitary sewers.” Ph.D. dissertation, Dept. of Civil Engineering, Univ. of Texas at Arlington.
Kaushal, V., M. Najafi, M. Sattler, and K. Schug. 2019a. “Evaluation of potential release of organic chemicals in the steam exhaust and other release points during pipe rehabilitation using the trenchless cured-in-place pipe (CIPP) method.” In Proc. North American Society for Trenchless Technology-No-Dig Conf. Arlington, TX: Center for Underground Infrastructure Research and Education.
Kaushal, V., M. Najafi, M. Sattler, and K. Schug. 2019b. “Review of literature on chemical emissions and worker exposures associated with cured-in-place pipe (CIPP) installation.” In Proc. ASCE Pipelines 2019. Arlington, TX: Center for Underground Infrastructure Research and Education.
Khan, L. R., and K. F. Tee. 2015. “Quantification and comparison of carbon emissions for flexible underground pipelines.” Can. J. Civ. Eng. 42 (10): 728–736. https://doi.org/10.1139/cjce-2015-0156.
Kozman, D. P. 2013. Evaluation of cured-in-place pipe allows structural renewal of drinking water pipe. Bergkamen, Germany: R S Technik LLC.
Lee, H. 2006. “Cost comparison of pipeline asset replacement: Open-cut and pipe-bursting.” Master’s thesis, Dept. of Civil Engineering, Michigan State Univ.
Lee H., M. Najafi, and J. Matthys. 2007. “Cost comparison of pipeline asset replacement: Open-cut and pipe-bursting.” In Proc. ASCE Pipelines 2007. Boston. Arlington, TX: Center for Underground Infrastructure Research and Education.
Lee, R. K. 2008. “Risk associated with CIPP lining of stormwater pipes and the release of styrene.” In Proc. North American Society for Trenchless Technology (NASTT) NO-DIG Conf., NASTT. Arlington, TX: Center for Underground Infrastructure Research and Education.
Maldikar, S. 2010. “An investigation of productivity loss due to outdoor noise conditions.” Master’s thesis, Dept. of Civil Engineering, Univ. of Texas at Arlington.
Matthews, J. C., E. N. Allouche, and R. L. Sterling. 2015. “Social cost impact assessment of pipeline infrastructure projects.” Environ. Impact Assess. Rev. 50: 196–202.
Monfared, M. A. N. 2018. “Comparison of trenchless technologies and open cut methods in new residential land development.” Master’s thesis, Dept. of Civil Engineering, Univ. of Alberta.
Najafi, M. 2011. Pipeline rehabilitation systems for service life extension—Chapter 10. Arlington, TX: Univ. of Texas at Arlington.
Najafi, M. 2016. Pipeline infrastructure renewal and asset management. New York: McGraw-Hill Education.
Najafi, M., and S. B. Gokhale. 2005. Trenchless technology: Pipeline and utility design, construction, and renewal. New York: McGraw-Hill.
Najafi, M., and K. O. Kim. 2004. “Life-cycle-cost comparison of trenchless and conventional open-cut pipeline construction projects.” In Proc. ASCE Pipeline Division Specialty Congress. Reston, VA: ASCE.
Piehl, R. 2005. Summary of trenchless technology for use with USDA Forest Service culverts. Washington, DC: US Department of Agriculture, Forest Service, San Dimas Technology and Development Center.
PRé. 2016. “Introduction to LCA with SimaPro.” Accessed August 18, 2019. SimaPro.com.
PRé. 2019. “About SimaPro.” Accessed August 18, 2019. https://simapro.com/.
Theis, T., and J. Tomkin. 2013. Sustainability—A comprehensive foundation. Houston: Rice Univ.
Thomson, J., T. Sangster, and S. Kramer. 1998. “An overview of the economics of trenchless technology.” No-Dig Eng. 5 (2): 23–27.
Tighe, S., M. Knight, D. Papoutsis, V. Rodriguez, and C. Walker. 2002. “User cost savings in eliminating pavement excavations through employing trenchless technologies.” Can. J. Civ. Eng. 29 (5): 751–761. https://doi.org/10.1139/l02-071.
Tighe, S., T. Lee, R. McKim, and R. Haas. 1999. “Traffic delay cost savings associated with trenchless technology.” J. Infrastruct. Syst. 5 (2): 45–51. https://doi.org/10.1061/(ASCE)1076-0342(1999)5:2(45).
USEPA. 2012. Clean watersheds needs survey. Washington, DC: USEPA.
USEPA. 2016. Social cost of carbon. Washington, DC: USEPA.
USEPA. 2019. EPA environmental engineering sourcebook. Abingdon, UK: Routledge.
Visentin, C., A. W. da Silva Trentin, A. B. Braun, and A. Thomé. 2019. “Lifecycle assessment of environmental and economic impacts of nano-iron synthesis process for application in contaminated site remediation.” J. Cleaner Prod. 231 (Sep): 307–319. https://doi.org/10.1016/j.jclepro.2019.05.236.
Zhao, J. Q., and B. Rajani. 2002. Construction and rehabilitation costs for buried pipe with a focus on trenchless technologies. Ottawa: Institute for Research in Construction National Research Council Canada.

Information & Authors

Information

Published In

Go to Journal of Pipeline Systems Engineering and Practice
Journal of Pipeline Systems Engineering and Practice
Volume 11Issue 4November 2020

History

Received: Sep 26, 2019
Accepted: Apr 7, 2020
Published online: Jun 30, 2020
Published in print: Nov 1, 2020
Discussion open until: Nov 30, 2020

Permissions

Request permissions for this article.

Authors

Affiliations

Adjunct Professor and Postdoctoral Research Fellow, Center for Underground Infrastructure Research and Education, Dept. of Civil Engineering, Univ. of Texas at Arlington, P.O. Box 19308, Arlington, TX 76019 (corresponding author). ORCID: https://orcid.org/0000-0001-7922-2746. Email: [email protected]
Mohammad Najafi, Ph.D., F.ASCE [email protected]
P.E.
Professor and Director, Center for Underground Infrastructure Research and Education, Dept. of Civil Engineering, Univ. of Texas at Arlington, P.O. Box 19308, Arlington, TX 76019. 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.

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