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Probabilistic flood hazard mapping: Effects of uncertain boundary conditions

机译:概率性洪水灾害图:不确定边界条件的影响

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Comprehensive flood risk assessment studies should quantify the global uncertainty in flood hazard estimation, for instance by mapping inundation extents together with their confidence intervals. This appears of particular importance in the case of flood hazard assessments along dike-protected reaches, where the possibility of occurrence of dike failures may considerably enhance the uncertainty. We present a methodology to derive probabilistic flood maps in dike-protected flood prone areas, where several sources of uncertainty are taken into account. In particular, this paper focuses on a 50 km reach of River Po (Italy) and three major sources of uncertainty in hydraulic modelling and flood mapping: uncertainties in the (i) upstream and (ii) downstream boundary conditions, and (iii) uncertainties in dike failures. Uncertainties in the definition of upstream boundary conditions (i.e. design-hydrographs) are assessed through a copula-based bivariate analysis of flood peaks and volumes. Uncertainties in the definition of downstream boundary conditions are characterised by uncertainty in the rating curve with confidence intervals which reflect discharge measurement and interpolation errors. The effects of uncertainties in boundary conditions and randomness of dike failures are assessed by means of the Inundation Hazard Assessment Model (IHAM), a recently proposed hybrid probabilistic-deterministic model that considers three different dike failure mechanisms: overtopping, piping and micro-instability due to seepage. The results of the study show that the IHAM-based analysis enables probabilistic flood hazard mapping and provides decision-makers with a fundamental piece of information for devising and implementing flood risk mitigation strategies in the presence of various sources of uncertainty.
机译:全面的洪水风险评估研究应量化洪水灾害估计中的全球不确定性,例如通过绘制淹没程度及其置信区间来进行量化。这在沿堤防保护的河段进行洪水灾害评估时显得尤为重要,在堤坝受保护的堤坝中发生堤防故障的可能性可能会大大增加不确定性。我们提出了一种方法,可在受堤坝保护的易发洪水地区推导概率洪水地图,其中考虑了多种不确定性来源。特别是,本文着重研究了Po河(意大利)的50公里处以及水力模型和洪水测绘中的三个主要不确定性来源:(i)上游和(ii)下游边界条件的不确定性,以及(iii)不确定性在堤防失败。上游边界条件(即设计水位图)的定义不确定性是通过对洪水峰值和洪水量进行基于copula的双变量分析来评估的。下游边界条件定义的不确定性以额定曲线的不确定性为特征,该可信度具有反映流量测量和内插误差的置信区间。边界条件的不确定性和堤坝故障随机性的影响通过淹没危害评估模型(IHAM)进行评估,该模型是最近提出的一种混合概率确定性模型,该模型考虑了三种不同的堤坝故障机理:过顶,管道和因微观不稳定性渗水。研究结果表明,基于IHAM的分析能够进行概率性洪水灾害制图,并为决策者提供在设计和实施各种不确定性来源时减轻和减轻洪水风险的策略的基本信息。

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