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Nonstationarity-based evaluation of flood frequency and flood risk in the Huai River basin, China

机译:淮河盆地洪水频率和洪水风险的基于非平稳性评价

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Using monthly streamflow data from 9 gauging stations covering a period of 1960-2014 across the Huai River basin, China, the Pettitt method and GAMLSS model were used to quantify flood frequency and related implications for flood hazards. Results indicated that: (1) no significant change points were observed in flood flows at the Huangchuan, Hengpaitou and Bengbu stations. However, significant hydrological alterations were detected for flood flows at other 6 stations with change points during similar to 2000; (2) flood flows at the Bantai, Jiangjiaji and Hengpaitou stations were nonstationary but stationary flood flows were detected at other 6 stations. The Weibull distribution was the appropriate probability distribution describing flood flows across the Huai River basin and the lognormal distribution is the second best distribution; (3) no significant difference was detected for 10- and 20-year flood frequencies using the Pearson III type distribution function under the stationarity assumption. However, significant and increasing differences were expected for 30-, 50- and 100-year floods. It can be concluded that the assumption of stationarity, if the flood flows are actually nonstationary, can produce biased flood frequencies using Pearson III type distribution, and this result provides a critical reference for flood frequency analysis under the nonstationarity and/or stationarity assumption; (4) after 30 years, the flood magnification factor at Hengpaitou and Bengbu stations increased from 1 to 1.12 and from 1 to 1.06, respectively, implying higher flood risks at the Hengpaitou station. In addition, after 30 years, the return period of 100 year flood decreased from 100 years to less 70 years at the Hengpaitou station and from 100 years to nearly 78 years, implying higher frequency of floods with return periods of 100 years. Moreover, significant relations were detected between annual peak flood flow and flood-affected crop areas, implying that annual peak flood
机译:使用来自960-2014的9个测量站的每月流出数据,在淮河流域,中国,Pettitt方法和Gamlss模型用于量化洪水频率和对洪水危害的相关影响。结果表明:(1)洪川,恒培沟和蚌埠站的洪水流动未观察到重大变化点。然而,在类似于2000期间,在其他6站的洪水中检测到洪水流动的显着水文改变; (2)泛京,江嘉吉和恒巴管站的洪水流动是不稳定的,但在其他6个站点检测到固定洪水。 Weibull分布是描述淮河流域洪水的适当概率分布,伐诺州分布是第二个最佳分布; (3)使用Pearson III型分布函数在公平假设下检测到10和20年洪水频率没有显着差异。然而,预期30-,50级和100年洪水的显着和越来越差异。可以得出结论,实质性的假设,如果洪水流实际上是非间平,可以使用Pearson III型分布产生偏置的洪水频率,并且该结果为非间转和/或实践假设提供了洪水频率分析的关键参考; (4)30年后,恒巴沟和蚌埠站的洪水放大因素分别从1到1.12增加,分别从1到1.06增加,这意味着恒巴沟站更高的洪水风险。此外,30年后,100年洪水的返回期从100年减少到恒巴沟站70岁,从100年到近78岁,暗示洪水频率较高100年。此外,在年高峰洪水流量和受洪水影响的作物领域之间检测到显着关系,这意味着年高峰洪水

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