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Improving uncertainty estimation in urban hydrological modeling by statistically describing bias

机译:通过统计描述偏差改进城市水文模型的不确定性估计

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Hydrodynamic models are useful tools for urban water management. Unfortunately, it is still challenging to obtain accurate results and plausible uncertainty estimates when using these models. In particular, with the currently applied statistical techniques, flow predictions are usually overconfident and biased. In this study, we present a flexible and relatively efficient methodology (i) to obtain more reliable hydrological simulations in terms of coverage of validation data by the uncertainty bands and (ii) to separate prediction uncertainty into its components. Our approach acknowledges that urban drainage predictions are biased. This is mostly due to input errors and structural deficits of the model. We address this issue by describing model bias in a Bayesian framework. The bias becomes an autoregressive term additional to white measurement noise, the only error type accounted for in traditional uncertainty analysis. To allow for bigger discrepancies during wet weather, we make the variance of bias dependent on the input (rainfall) or/and output (runoff) of the system. Specifically, we present a structured approach to select, among five variants, the optimal bias description for a given urban or natural case study. We tested the methodology in a small monitored stormwater system described with a parsimonious model. Our results clearly show that flow simulations are much more reliable when bias is accounted for than when it is neglected. Furthermore, our probabilistic predictions can discriminate between three uncertainty contributions: parametric uncertainty, bias, and measurement errors. In our case study, the best performing bias description is the output-dependent bias using a log-sinh transformation of data and model results. The limitations of the framework presented are some ambiguity due to the subjective choice of priors for bias parameters and its inability to address the causes of model discrepancies. Further research should focus on quantifying and reducing the causes of bias by improving the model structure and propagating input uncertainty.
机译:水动力模型是用于城市水管理的有用工具。不幸的是,使用这些模型时,要获得准确的结果和合理的不确定性估计仍然是挑战。特别地,利用当前应用的统计技术,流量预测通常是过分自信和有偏见的。在这项研究中,我们提出了一种灵活且相对有效的方法(i)在不确定性范围内的验证数据覆盖范围内获得更可靠的水文模拟,以及(ii)将预测不确定性分为其组成部分。我们的方法承认城市排水预测是有偏差的。这主要是由于模型的输入错误和结构缺陷。我们通过描述贝叶斯框架中的模型偏差来解决此问题。偏差成为白色测量噪声之外的自回归项,这是传统不确定性分析中唯一考虑的误差类型。为了在潮湿天气中允许更大的差异,我们使偏差的方差取决于系统的输入(降雨)或/和输出(径流)。具体来说,我们提供了一种结构化的方法,可以从五个变体中为给定的城市或自然案例研究选择最佳偏差描述。我们在用简约模型描述的小型监控雨水系统中测试了该方法。我们的结果清楚地表明,考虑到偏差时,与忽略时相比,流动模拟的可靠性要高得多。此外,我们的概率预测可以区分三个不确定性因素:参数不确定性,偏差和测量误差。在我们的案例研究中,表现最佳的偏差描述是使用数据和模型结果的对数正弦变换的与输出相关的偏差。由于偏倚参数的先验主观选择及其无法解决模型差异的原因,所提出框架的局限性有些模棱两可。进一步的研究应集中在通过改善模型结构和传播输入不确定性来量化和减少偏差的原因。

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