Baudrit Cédric, Guyonnet Dominique, Dubois Didier
IRIT / UPS, 118 route de Narbonne, 31062 Toulouse, Cedex, France.
J Contam Hydrol. 2007 Aug 15;93(1-4):72-84. doi: 10.1016/j.jconhyd.2007.01.015. Epub 2007 Jan 27.
Estimating risks of groundwater contamination often require schemes for representing and propagating uncertainties relative to model input parameters. The most popular method is the Monte Carlo method whereby cumulative probability distributions are randomly sampled in an iterative fashion. The shortcoming of the approach, however, arises when probability distributions are arbitrarily selected in situations where available information is incomplete or imprecise. In such situations, alternative modes of information representation can be used, for example the nested intervals known as "possibility distributions". In practical situations of groundwater risk assessment, it is common that certain model parameters may be represented by single probability distributions (representing variability) because there are data to justify these distributions, while others are more faithfully represented by possibility distributions (representing imprecision) due to the partial nature of available information. This paper applies two recent methods, designed for the joint-propagation of variability and imprecision, to a groundwater contamination risk assessment. Results of the joint-propagation methods are compared to those obtained using both interval analysis and the Monte Carlo method with a hypothesis of stochastic independence between model parameters. The two joint-propagation methods provide results in the form of families of cumulative distributions of the probability of exceeding a certain value of groundwater concentration. These families are delimited by an upper cumulative distribution and a lower distribution respectively called Plausibility and Belief after evidence theory. Slight differences between the results of the two joint-propagation methods are explained by the different assumptions regarding parameter dependencies. Results highlight the point that non-conservative results may be obtained if single cumulative probability distributions are arbitrarily selected for model parameters in the face of imprecise information and the Monte Carlo method is used under the assumption of stochastic independence. The proposed joint-propagation methods provide upper and lower bounds for the probability of exceeding a tolerance threshold. As this may seem impractical in a risk-management context, it is proposed to introduce "a-posteriori subjectivity" (as opposed to the "a-priori subjectivity" introduced by the arbitrary selection of single probability distributions) by defining a single indicator of evidence as a weighted average of Plausibility and Belief, with weights to be defined according to the specific context.
估算地下水污染风险通常需要一些方案来表示和传播与模型输入参数相关的不确定性。最常用的方法是蒙特卡罗方法,即通过迭代方式对累积概率分布进行随机抽样。然而,当在可用信息不完整或不精确的情况下任意选择概率分布时,这种方法的缺点就会显现出来。在这种情况下,可以使用其他信息表示模式,例如称为“可能性分布”的嵌套区间。在实际的地下水风险评估中,常见的情况是某些模型参数可能由单个概率分布(表示变异性)来表示,因为有数据支持这些分布,而其他参数由于可用信息的不完整性,更适合用可能性分布(表示不精确性)来表示。本文将两种最近设计的用于变异性和不精确性联合传播的方法应用于地下水污染风险评估。将联合传播方法的结果与使用区间分析和蒙特卡罗方法(假设模型参数之间具有随机独立性)得到的结果进行比较。这两种联合传播方法给出的结果形式是超过某一地下水浓度值的概率的累积分布族。这些分布族分别由一个上累积分布和一个下累积分布界定,根据证据理论,分别称为似然性和可信度。两种联合传播方法结果之间的细微差异是由关于参数依赖性的不同假设所解释的。结果突出了这样一个观点,即面对不精确信息时,如果为模型参数任意选择单个累积概率分布,并在随机独立性假设下使用蒙特卡罗方法,可能会得到非保守的结果。所提出的联合传播方法为超过容忍阈值的概率提供了上限和下限。由于在风险管理背景下这可能看起来不切实际,建议通过将似然性和可信度的加权平均值定义为单个证据指标来引入“后验主观性”(与通过任意选择单个概率分布引入的“先验主观性”相对),权重将根据具体情况确定。