Dipartimento di Ingegneria Civile, Ambientale e Aerospaziale, Università degli Studi di Palermo, Palermo, Italy.
Water Sci Technol. 2012;66(8):1669-77. doi: 10.2166/wst.2012.359.
Flood damage in urbanized watersheds may be assessed by combining the flood depth-damage curves and the outputs of urban flood models. The complexity of the physical processes that must be simulated and the limited amount of data available for model calibration may lead to high uncertainty in the model results and consequently in damage estimation. Moreover depth-damage functions are usually affected by significant uncertainty related to the collected data and to the simplified structure of the regression law that is used. The present paper carries out the analysis of the uncertainty connected to the flood damage estimate obtained combining the use of hydraulic models and depth-damage curves. A Bayesian inference analysis was proposed along with a probabilistic approach for the parameters estimating. The analysis demonstrated that the Bayesian approach is very effective considering that the available databases are usually short.
城市化流域的洪水灾害损失评估可以通过结合洪水深度-损失曲线和城市洪水模型的输出结果来实现。由于必须模拟的物理过程非常复杂,而且可用的模型校准数据有限,因此模型结果和相应的灾害损失评估存在很大的不确定性。此外,深度-损失关系曲线通常会受到与所收集的数据以及所使用的回归规律简化结构相关的显著不确定性的影响。本文对结合水力模型和深度-损失关系曲线进行洪水灾害损失评估所产生的不确定性进行了分析。提出了一种基于贝叶斯推断的分析方法和参数估计的概率方法。分析结果表明,考虑到现有数据库通常较短,贝叶斯方法非常有效。