Location via proxy:   [ UP ]  
[Report a bug]   [Manage cookies]                
skip to main content
10.1145/3423455.3430304acmconferencesArticle/Chapter ViewAbstractPublication PagesgisConference Proceedingsconference-collections
short-paper

Seismic risk assessments of water pipelines: a case study for the city of los angeles Water system pipeline network

Published: 03 November 2020 Publication History

Abstract

Understanding the system-level risks of an infrastructure network is a critical step in developing a seismically-resilient network. In a complex seismic environment, numerous future earthquakes that have a broad range of magnitude, rupture location, and probability can affect a spatially distributed network and cause drastically different damage severity and service interruption time. Characterizing system-level risks involves the assessments of system damage potentials from all possible future earthquakes probabilistically. This paper shows a case study where system-level damage potentials for the City of Los Angeles water pipeline network were assessed using a stochastic method. The study considers both the distribution of earthquake-induced shaking and ground deformations, and the locations of the pipe network within the areas of varying shaking and ground deformation. System-level damages, including repair costs and repair time, were established at various target probability levels.

References

[1]
Petersen et al. (2014). Documentation for the 2014 update of the United States National Seismic Hazard Maps. U.S. Geol. Surv. Open-File Rept. 2014--1091.
[2]
Lee, Y., W.P. Graf and Z. Hu (2018). Characterizing the Logic Tree Distribution in the USGS 2014 National Seismic Hazard Mapping Project (NSHMP). Bull. of Seismo. Soc.of Am., Vol. 108, No. 3A, 1465--1480
[3]
PEER NGA West2 (2013): https://peer.berkeley.edu/research/nga-west-2/
[4]
Loth, C. and J.W. Baker (2013). A spatial cross-correlation model of spectral accelerations at multiple periods. Earth. Eng. Struct. Dyn. 2013; 42:397--417.
[5]
Wills, C.J., C. I. Gutierrez, F. G. Perez, and D. M. Branum (2015). A Next Generation VS30 Map for California Based on Geology and Topography. Bull. of Seismo. Soc.of Am., Vol 105, No. 6, 3083--3091, December 2015.
[6]
Tokimatsu K. and H.B. Seed (1987). Evaluation of settlements in sand due to earthquake shaking. Journ. Of Geotech. Engineering, Vol 113, No. 8, 1987.
[7]
Ishihara K. and M. Yoshimine (1992). Evaluation of Settlements in Sand Deposits Following Liquefaction during Earthquakes. Soils and Foundations, Vol. 32, No. 1, 173--188, March 1992.
[8]
Youd T.L., M. Idriss, and K.H. Stokoe (2001). Closure of "Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/NSF Workshops on Evaluation of Liquefaction Resistance of Soils."
[9]
Youd T.L., C.M. Hansen, and S.F. Bartlett (2002). Revised Multilinear Regression Equations for Prediction of Lateral Spread Displacement. Journ. Of Geotech. And Geoenviron. Engineering, 128:12, 1007.
[10]
U.S. Geological Survey and California Geological Survey, 2006, Quaternary Fault and Fold Database for the United States, accessed 08-02-18, from USGS web site: <https://earthquake.usgs.gov/hazards/qfaults/>.
[11]
Petersen, M., T. Dawson, R. Chen, T. Cao, C. J. Wills, C. P. Schwartz, A. D. Frankel (2011). Fault Displacement Hazard for Strike-Slip Faults, Bull. of Seismo. Soc.of Am., Vol. 101, No. 2, pp. 805--825, 2011
[12]
Moss, R. E. S and Z. E. Ross (2011). Probabilistic Fault Displacement Hazard Analysis for Reverse Faults. Bull. of Seismo. Soc.of Am., Vol. 101, No. 4, pp. 1542--1553, August 2011.
[13]
Rathje, E. and G. Saygili (2009). Probabilistic Assessment of earthquake-induced sliding displacements of natural slopes. Bull. Of the New Zealand Soc. For Earthquake Engineering, Vol 42, No. 1, March 2009.
[14]
Honegger, D.G. and R.T. Eguchi (1992). Determination of Relative Vulnerabilities to Seismic Damage for San Diego County Water Authority Water Transmission Pipelines. Prep for San Diego County Water Authority.
[15]
Taylor, C.E.(1991). Seismic Loss Estimates for a Hypothetical Water System-A Demonstration Project. ASCE Technical Council on Lifeline Earthquake Engineering Monograph No. 2., ASCE.
[16]
Lund, Le Val (1995). Study of Damage Caused by the Northridge Earthquake, January 17, 1994. Prepared for San Diego County Water Authority.
[17]
Davis, C.A., O'Rourke, T.D., Adams, M.L. and Rho M.A. (2012). Case Study: Los Angeles Water Services Restoration Following the 1994 Northridge Earthquake, 15th World Conf. on Earth. Engr., Lisbon, Portugal.
[18]
Davis, C. (2018). Applying Performance Based Seismic Design to Create Resilient Lifeline Systems. 11th National Conference on Earthquake Engineering, June 28, 2018, Los Angeles

Cited By

View all
  • (2021)Collaboratively inspect large-area sewer pipe networks using pipe robotic capsulesProceedings of the 29th International Conference on Advances in Geographic Information Systems10.1145/3474717.3483948(211-220)Online publication date: 2-Nov-2021

Index Terms

  1. Seismic risk assessments of water pipelines: a case study for the city of los angeles Water system pipeline network

    Recommendations

    Comments

    Information & Contributors

    Information

    Published In

    cover image ACM Conferences
    ARIC '20: Proceedings of the 3rd ACM SIGSPATIAL International Workshop on Advances in Resilient and Intelligent Cities
    November 2020
    76 pages
    ISBN:9781450381659
    DOI:10.1145/3423455
    Permission to make digital or hard copies of all or part of this work for personal or classroom use is granted without fee provided that copies are not made or distributed for profit or commercial advantage and that copies bear this notice and the full citation on the first page. Copyrights for components of this work owned by others than ACM must be honored. Abstracting with credit is permitted. To copy otherwise, or republish, to post on servers or to redistribute to lists, requires prior specific permission and/or a fee. Request permissions from [email protected]

    Sponsors

    Publisher

    Association for Computing Machinery

    New York, NY, United States

    Publication History

    Published: 03 November 2020

    Permissions

    Request permissions for this article.

    Check for updates

    Author Tags

    1. infrastructure seismic risk
    2. probabilistic seismic risk assessments
    3. seismic resilience
    4. seismic risk for water pipelines

    Qualifiers

    • Short-paper

    Conference

    SIGSPATIAL '20
    Sponsor:

    Acceptance Rates

    Overall Acceptance Rate 10 of 16 submissions, 63%

    Contributors

    Other Metrics

    Bibliometrics & Citations

    Bibliometrics

    Article Metrics

    • Downloads (Last 12 months)11
    • Downloads (Last 6 weeks)0
    Reflects downloads up to 15 Feb 2025

    Other Metrics

    Citations

    Cited By

    View all
    • (2021)Collaboratively inspect large-area sewer pipe networks using pipe robotic capsulesProceedings of the 29th International Conference on Advances in Geographic Information Systems10.1145/3474717.3483948(211-220)Online publication date: 2-Nov-2021

    View Options

    Login options

    View options

    PDF

    View or Download as a PDF file.

    PDF

    eReader

    View online with eReader.

    eReader

    Figures

    Tables

    Media

    Share

    Share

    Share this Publication link

    Share on social media