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Overtopping Risk Analysis of Existing Dikes Bases on Bayes Method and Measured Annual Highest Flood Water Level

机译:基于贝叶斯方法和实测年度最高洪水水位的现有堤防倒塌风险分析。

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摘要

A fuzzy test method for distribution probability model of measured annual highest flood water level is proposed, using the distribution as a prior distribution, statistical parameters of the probability model can be future upheld and renewed by post-check parameters which the Bayes method be used. In an example, using K-S test method and the fuzzy test method, the highest measured flood water levels in 58 years at a city hydrological station of the Yangtze River downstream is used as the statistic sample, the distribution pattern of annual highest water level are tested. It is found that the normal distribution is more approachable actual situation by the fuzzy test method. Then, the distribution parameters of the probability model are amended using the small sample of the measured highest flood water level of last 10 years. The proposed calculating method of renewed probability model and parameters for distribution of the annual highest water level in this paper can affords a theory method for heightening design plan decision of existing dikes. Using measured annual highest flood water levels of the hydrological station at the city, the failure probability of overtopping model of a dike under the different floodwater standard is analyzed.
机译:提出了一种测量年最高洪水位分布概率模型的模糊测试方法,以该分布为先验分布,该概率模型的统计参数可以通过使用贝叶斯方法的后验参数来维护和更新。例如,采用KS检验法和模糊检验法,以长江下游城市水文站58年来最高测得的洪水水位为统计样本,检验了年度最高水位的分布规律。 。通过模糊检验方法发现正态分布更接近实际情况。然后,使用最近10年测得的最高洪水水位的小样本对概率模型的分布参数进行修改。本文提出的更新概率模型和年最高水位分布参数的计算方法,可以为提高现有堤防设计方案决策提供理论方法。利用城市水文站测得的年度最高洪水水位,分析了不同洪水标准下堤防超载模型的破坏概率。

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