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

Samantha Louise N. Jarder , Osamu Maruyama , Lessandro Estelito O. Garciano
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Abstract

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.

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供水管道系统地震物理组合损失概率估算模型
灾害造成的损失是不可避免的,而用于估算的数值模拟非常复杂。本研究提出了一种估算供水管道系统相关地震破坏和损失的模型,作为数值模拟的替代方法。其他研究中的常见方法是对每个网格的平均破坏点进行统计估算,这些破坏点彼此独立。空间分布的生命线系统(如供水管道)是相互连接的,地震的空间变化会影响整个区域的破坏情况;因此,破坏点的空间相关性是组合损失估计目标区域的一个重要因素。一般情况下,我们使用模拟来估算可能的损失;但是,这些模拟假定每个损坏点的行为都是独立和不相关的。本文假定每个网格的损坏情况呈泊松分布,以避免过度分散,并消除估算中的负损失。本研究的目的是获得一个大面积供水区域的概率组合损失模型。提出的模型与相关泊松分布的数值模拟数据进行了比较。应用 Normal To Anything (NORTA) 获得了泊松分布的相关性。基于广义线性模型和中心极限理论提出的概率组合损失模型估算了可能的损失,如可能最大损失(PML,90% 不超标)或正常预期损失(NEL,50% 不超标)。建议的模型也可用于其他生命线系统,但还需要更多的调查来确认。通过估算,提出了供水系统的地震物理组合损失。该组合显示了系统可能出现的结果。使用人工场地和基于位置的供水管道系统场景对所提出的方法进行了测试和分析。这将有助于灾前规划,而且只需要几个步骤和时间。
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