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比较不同不确定性技术在城市雨水径流量和水质建模中的应用。

Comparison of different uncertainty techniques in urban stormwater quantity and quality modelling.

机构信息

Centre for Water Sensitive Cities, Department of Civil Engineering, Monash University, Australia.

出版信息

Water Res. 2012 May 15;46(8):2545-58. doi: 10.1016/j.watres.2012.02.009. Epub 2012 Feb 11.

Abstract

Urban drainage models are important tools used by both practitioners and scientists in the field of stormwater management. These models are often conceptual and usually require calibration using local datasets. The quantification of the uncertainty associated with the models is a must, although it is rarely practiced. The International Working Group on Data and Models, which works under the IWA/IAHR Joint Committee on Urban Drainage, has been working on the development of a framework for defining and assessing uncertainties in the field of urban drainage modelling. A part of that work is the assessment and comparison of different techniques generally used in the uncertainty assessment of the parameters of water models. This paper compares a number of these techniques: the Generalized Likelihood Uncertainty Estimation (GLUE), the Shuffled Complex Evolution Metropolis algorithm (SCEM-UA), an approach based on a multi-objective auto-calibration (a multialgorithm, genetically adaptive multi-objective method, AMALGAM) and a Bayesian approach based on a simplified Markov Chain Monte Carlo method (implemented in the software MICA). To allow a meaningful comparison among the different uncertainty techniques, common criteria have been set for the likelihood formulation, defining the number of simulations, and the measure of uncertainty bounds. Moreover, all the uncertainty techniques were implemented for the same case study, in which the same stormwater quantity and quality model was used alongside the same dataset. The comparison results for a well-posed rainfall/runoff model showed that the four methods provide similar probability distributions of model parameters, and model prediction intervals. For ill-posed water quality model the differences between the results were much wider; and the paper provides the specific advantages and disadvantages of each method. In relation to computational efficiency (i.e. number of iterations required to generate the probability distribution of parameters), it was found that SCEM-UA and AMALGAM produce results quicker than GLUE in terms of required number of simulations. However, GLUE requires the lowest modelling skills and is easy to implement. All non-Bayesian methods have problems with the way they accept behavioural parameter sets, e.g. GLUE, SCEM-UA and AMALGAM have subjective acceptance thresholds, while MICA has usually problem with its hypothesis on normality of residuals. It is concluded that modellers should select the method which is most suitable for the system they are modelling (e.g. complexity of the model's structure including the number of parameters), their skill/knowledge level, the available information, and the purpose of their study.

摘要

城市排水模型是雨水管理领域的从业者和科学家都使用的重要工具。这些模型通常是概念性的,通常需要使用本地数据集进行校准。模型相关不确定性的量化是必须的,尽管很少有实践。国际水协会/国际水利学会联合城市排水委员会下的国际工作组一直在致力于开发一个用于定义和评估城市排水建模领域不确定性的框架。该工作的一部分是评估和比较水模型参数不确定性评估中通常使用的多种技术。本文比较了其中的一些技术:广义似然不确定性估计(GLUE)、Shuffled Complex Evolution Metropolis 算法(SCEM-UA)、基于多目标自动校准的方法(多算法、遗传自适应多目标方法、AMALGAM)和基于简化马尔可夫链蒙特卡罗方法的贝叶斯方法(在软件 MICA 中实现)。为了能够在不同的不确定性技术之间进行有意义的比较,为似然公式、定义模拟次数以及不确定性边界的度量设置了共同的标准。此外,所有的不确定性技术都在同一个案例研究中实现,其中使用了相同的雨水数量和质量模型以及相同的数据集。对于一个良好定义的降雨/径流模型的比较结果表明,这四种方法提供了相似的模型参数概率分布和模型预测区间。对于定义不佳的水质模型,结果之间的差异要大得多;本文提供了每种方法的具体优缺点。关于计算效率(即生成参数概率分布所需的迭代次数),发现 SCEM-UA 和 AMALGAM 在所需模拟次数方面比 GLUE 产生结果更快。然而,GLUE 需要的建模技能最低,易于实现。所有非贝叶斯方法在接受行为参数集的方式上都存在问题,例如 GLUE、SCEM-UA 和 AMALGAM 具有主观的接受阈值,而 MICA 通常对残差的正态性假设存在问题。结论是建模者应该选择最适合他们正在建模的系统的方法(例如,模型结构的复杂性,包括参数的数量)、他们的技能/知识水平、可用信息以及他们研究的目的。

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