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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 globaluncertainty in flood hazard estimation, for instance by mapping inundationextents together with their confidence intervals. This appears of particularimportance in the case of flood hazard assessments along dike-protectedreaches, where the possibility of occurrence of dike failures mayconsiderably enhance the uncertainty. We present a methodology to deriveprobabilistic flood maps in dike-protected flood prone areas, where severalsources of uncertainty are taken into account. In particular, this paperfocuses on a 50 km reach of River Po (Italy) and three major sources ofuncertainty in hydraulic modelling and flood mapping: uncertainties in the(i) upstream and (ii) downstream boundary conditions, and (iii) uncertaintiesin dike failures. Uncertainties in the definition of upstream boundaryconditions (i.e. design-hydrographs) are assessed through a copula-basedbivariate analysis of flood peaks and volumes. Uncertainties in thedefinition of downstream boundary conditions are characterised by uncertaintyin the rating curve with confidence intervals which reflect dischargemeasurement and interpolation errors. The effects of uncertainties inboundary conditions and randomness of dike failures are assessed by means ofthe Inundation Hazard Assessment Model (IHAM), a recently proposed hybridprobabilistic-deterministic model that considers three different dike failuremechanisms: overtopping, piping and micro-instability due to seepage. Theresults of the study show that the IHAM-based analysis enables probabilisticflood hazard mapping and provides decision-makers with a fundamental piece ofinformation for devising and implementing flood risk mitigation strategies inthe 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。在沿堤坝保护的沿线进行洪水灾害评估的情况下,这显得尤为重要,在堤坝受保护的范围内发生堤坝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,可在受堤防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)50公里的范围以及水力模型和洪水制图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)堤防故障的不确定性。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流量进行基于copula的双变量分析来评估的。下游边界条件定义的不确定性的特征在于额定曲线上的不确定性,其置信区间反映了流量测量和内插误差。不确定边界条件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,管道和由于渗漏引起的微失稳。研究结果表明,基于IHAM的分析能够进行概率性洪灾危害绘图,并为决策者提供了在存在各种不确定性来源的情况下制定和实施减轻洪灾风险缓解策略的基本信息。

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