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Risk-based hydrology: baysesian flood-frequency analyses using paleoflood information and data uncertainties

机译:基于风险的水文:使用古洪水信息和数据不确定性进行贝叶斯洪水频率分析

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It is essential, and not particularly difficult, to rigorously incorporate observed data uncertainties in flood-rrequency analyses, "Best fitting" (median, method of monents, maximum likelihood, etc.) flood-frequency distributions, particularly from analyses that do not explicitly include data uncertainties. have infinitestimal total probability and are irrelevant for risk-based hydrology. In contrast, a Bayesian approach incorporates data and parameter uncertainities. Peak discharge probability regions are calcualted as a function of annual probability to quantify hydrologic hazards. Paleohydrologic bounds demonstrate that peak discharges of about 70,000 fr~3/S and 90,000 FT~3/S had not been exceeded on the Santa Ynez River in 700 years and 2900 years, respectively. These paleohydrologic bounds are combined with gage and historical data to estiamte flood-frequency probabilities. If only gage and/or historical data are available, an inescapable conculsion is that a flow exceeding spillway capacity (160,000 ft~3/s) is likely to occur in a 10,000 year period.
机译:在洪水频率分析,“最佳拟合”(中位数,监测方法,最大似然等)中严格纳入观察到的数据不确定性是必不可少的,而且也不是特别困难,特别是来自未明确分析的分析包括数据不确定性。具有无限的总概率,与基于风险的水文学无关。相反,贝叶斯方法结合了数据和参数的不确定性。计算高峰排放概率区域作为年度概率的函数,以量化水文危害。古水文界线表明,圣塔内斯河分别在700年和2900年内没有超过约70,000 fr〜3 / S和90,000 FT〜3 / S的峰值排放量。这些古水文界限与量具和历史数据相结合,以估计洪水频率概率。如果仅提供量具和/或历史数据,那么不可避免的后果是,在10,000年的时间内可能会发生超过溢洪道流量(160,000 ft〜3 / s)的流量。

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