A probabilistic estimation model for seismic physical portfolio loss of a water supply pipeline system

被引:1
|
作者
Jarder S.L.N. [1 ]
Maruyama O. [1 ]
Garciano L.E.O. [2 ]
机构
[1] Department of Urban Architecture and Civil Engineering, Tokyo City University, 1-28-7 Tamazutsumi, Setagaya-ku, Tokyo
[2] Department of Civil Engineering, De La Salle University, 2401 Taft Ave, Malate, Manila, Metro Manila
来源
Resilient Cities and Structures | 2024年 / 3卷 / 01期
关键词
Portfolio loss estimation; Probable maximum loss; Risk management; Spatial correlation; Water supply pipeline;
D O I
10.1016/j.rcns.2024.01.001
中图分类号
学科分类号
摘要
Losses due to hazards are inevitable and numerical simulations for estimations are complex. This study proposes a model for estimating correlated seismic damages and losses of a water supply pipeline system as an alternative for numerical simulations. The common approach in other research shows average damage spots per mesh estimated statistically independent to one another. Spatially distributed lifeline systems, such as water supply pipelines, are interconnected, and seismic spatial variability affects the damages across the region; thus, spatial correlation of damage spots is an important factor in target areas for portfolio loss estimation. Generally, simulations are used to estimate possible losses; however, these assume each damage behaves independently and uncorrelated. This paper assumed that damages per mesh behave in a Poisson distribution to avoid over-dispersion and eliminate negative losses in estimations. The purpose of this study is to obtain a probabilistic portfolio loss model of an extensive water supply area. The proposed model was compared to the numerical simulation data with the correlated Poisson distribution. The application of the Normal To Anything (NORTA) obtained correlations for Poisson Distributions. The proposed probabilistic portfolio loss model, based on the generalized linear model and central limit theory, estimated the possible losses, such as the Probable Maximum Loss (PML, 90% non-exceedance) or Normal Expected Loss (NEL, 50 % non-exceedance). The proposed model can be used in other lifeline systems as well, though additional investigation is needed for confirmation. From the estimations, a seismic physical portfolio loss for the water supply system was presented. The portfolio was made to show possible outcomes for the system. The proposed method was tested and analyzed using an artificial field and a location-based scenario of a water supply pipeline system. This would aid in pre-disaster planning and would require only a few steps and time. © 2024 The Author(s)
引用
收藏
页码:44 / 54
页数:10
相关论文
共 50 条
  • [1] Exploring the impact of spatial correlations and uncertainties for portfolio analysis in probabilistic seismic loss estimation
    Weatherill, G. A.
    Silva, V.
    Crowley, H.
    Bazzurro, P.
    BULLETIN OF EARTHQUAKE ENGINEERING, 2015, 13 (04) : 957 - 981
  • [2] Exploring the impact of spatial correlations and uncertainties for portfolio analysis in probabilistic seismic loss estimation
    G. A. Weatherill
    V. Silva
    H. Crowley
    P. Bazzurro
    Bulletin of Earthquake Engineering, 2015, 13 : 957 - 981
  • [3] Uncertainty propagation in probabilistic seismic loss estimation
    Baker, Jack W.
    Cornell, C. Allin
    STRUCTURAL SAFETY, 2008, 30 (03) : 236 - 252
  • [4] Probabilistic Seismic Risk Evaluation of the City of Los Angeles Water System Pipeline Network
    Lee, Yajie
    Hu, Zhenghui
    Hu, Jianping
    Harounian, Alek
    Hudson, Martin B.
    Hudson, Kenneth S.
    Eguchi, Ronald T.
    LIFELINES 2022: 1971 SAN FERNANDO EARTHQUAKE AND LIFELINE INFRASTRUCTURE, 2022, : 819 - 832
  • [5] Seismic damage assessment of urban water supply pipeline
    Jiang Jian Qun
    Yao Xiao Wen
    Lu Yi Ting
    ENERGY ENGINEERING AND ENVIRONMENTAL ENGINEERING, PTS 1AND 2, 2013, 316-317 : 723 - +
  • [6] Estimation of Probable Maximum Loss Index of Water Supply System
    Maruyama, Osamu
    GEOTECHNICAL SAFETY AND RISK V, 2015, : 451 - 456
  • [7] Model updating and seismic loss assessment for a portfolio of bridges
    Miano, Andrea
    Jalayer, Fatemeh
    De Risi, Raffaele
    Prota, Andrea
    Manfredi, Gaetano
    BULLETIN OF EARTHQUAKE ENGINEERING, 2016, 14 (03) : 699 - 719
  • [8] Model updating and seismic loss assessment for a portfolio of bridges
    Andrea Miano
    Fatemeh Jalayer
    Raffaele De Risi
    Andrea Prota
    Gaetano Manfredi
    Bulletin of Earthquake Engineering, 2016, 14 : 699 - 719
  • [9] Study on seismic safety evaluation of water supply pipeline networks
    Qian Li
    Endong Guo
    Tianyang Yu
    Cluster Computing, 2019, 22 : 6647 - 6656
  • [10] Study on seismic safety evaluation of water supply pipeline networks
    Li, Qian
    Guo, Endong
    Yu, Tianyang
    CLUSTER COMPUTING-THE JOURNAL OF NETWORKS SOFTWARE TOOLS AND APPLICATIONS, 2019, 22 (Suppl 3): : S6647 - S6656