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Uncertainty Analysis of Expected Annual Flood Damage for Flood Risk Assessment (A Case Study: Zayande Roud Basin)

机译:洪水风险评估中预期年洪灾损失的不确定性分析(以Zayande Roud盆地为例)

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One of the most important problems in flood manegment is the damages induced by this phenomenon. Expected annual damage (EAD) is an important index for basin vulnerability against flood. Prediction of flood damages requires the analysis of spatial and temporal risk and must be calculated by the combination of hydrologic, hydraulic and economic models. In this research, the uncertainty was considered in the flood risk analysis. The probability of flood occurrence was calculated by the parabolistic model. By using the river analysis systems software (HEC-RAS) and the geographic information system (GIS) and utilizing the Google-Earth software, the floodplains of Zayande Roud river in Esfahan province were investigated with the return period of 25, 50, 100, 200 and 500 years. The Monte Carlo method was also sed to perform the uncertainty analysis in the proposed method. The logarithmic persion type III was selected as the best distribution of flood. The damage-stage relationship was calculated as well. Based on the uncertinity analysis, the river discharge could be regarded as the major parameter in the uncertainty of EAD.
机译:洪水治理中最重要的问题之一就是这种现象造成的破坏。预期年损失(EAD)是流域抗洪脆弱性的重要指标。洪水破坏的预测需要分析空间和时间风险,并且必须结合水文,水力和经济模型进行计算。在这项研究中,洪水风险分析中考虑了不确定性。通过抛物线模型计算洪水发生的可能性。通过使用河流分析系统软件(HEC-RAS)和地理信息系统(GIS)并使用Google-Earth软件,对伊斯法罕省Zayande Roud河的洪泛区进行了调查,其返回期分别为25、50、100, 200和500年。还提出了蒙特卡罗方法进行不确定性分析。选择对数Persion类型III作为洪水的最佳分布。还计算了损伤阶段关系。基于非公证性分析,可以将河流流量作为EAD不确定性的主要参数。

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