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
  • [21] The seismic response of water supply networks in random seismic fields based on physical mechanisms
    Miao H.-Q.
    Li J.
    Gongcheng Lixue/Engineering Mechanics, 2022, 39 (07): : 99 - 108and204
  • [22] The failure consequence evaluation model of urban water supply pipeline
    School of Municipal and Environmental Engineering, Harbin Institute of Technology, 150090 Harbin, China
    不详
    不详
    Harbin Gongye Daxue Xuebao, 2012, 2 (56-60):
  • [23] Linear water-supply pipeline capacity expansion model
    Martin, Quentin W., 1600, (116):
  • [24] LINEAR WATER-SUPPLY PIPELINE CAPACITY EXPANSION MODEL
    MARTIN, QW
    JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1990, 116 (05): : 675 - 690
  • [25] Seismic robustness computational methodology of community building portfolio coupled with water supply network based on probability-cloud model
    Zhang, Juan
    Zhang, Mingyuan
    COMPUTER-AIDED CIVIL AND INFRASTRUCTURE ENGINEERING, 2024, 39 (11) : 1676 - 1698
  • [26] Probabilistic seismic loss estimation of aging highway bridges subjected to multiple earthquake events
    Panchireddi, Bhaskar
    Ghosh, Jayadipta
    STRUCTURE AND INFRASTRUCTURE ENGINEERING, 2021, 17 (09) : 1155 - 1174
  • [27] CUWNet: A Practical Seismic Resilience Model of Buried Water Pipeline Networks
    Porter, Keith A.
    Eldredge, Joy
    Kamojjala, Sri
    LIFELINES 2022: ADVANCING LIFELINE ENGINEERING FOR COMMUNITY RESILIENCE, 2022, : 510 - 522
  • [28] Fiber optical monitoring system for seismic performance of buried water pipeline
    Tang, AP
    Wen, AH
    PROCEEDINGS OF THE THIRD INTERNATIONAL SYMPOSIUM ON INSTRUMENTATION SCIENCE AND TECHNOLOGY, VOL 2, 2004, : 815 - 820
  • [29] Seismic hazard model for loss estimation and risk management in Taiwan
    Campbell, KW
    Thenhaus, PC
    Barnhard, TP
    Hampson, DB
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2002, 22 (9-12) : 743 - 754
  • [30] Probabilistic seismic performance and loss assessment of a bridge-foundation-soil system
    Bradley, Brendon A.
    Cubrinovski, Misko
    Dhakal, Rajesh P.
    MacRae, Gregory A.
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2010, 30 (05) : 395 - 411