ScholarGate
助手
Process / pipelineHydrology / flood hazard statistics

Peaks-Over-Threshold Flood Analysis

Peaks-over-threshold (POT) flood analysis models every independent flood peak that exceeds a chosen high threshold, rather than only the single largest peak in each year. The number of exceedances in time is treated as a Poisson process and the amounts by which peaks exceed the threshold are modeled with the Generalized Pareto distribution — the extreme-value limit for threshold exceedances given by the Pickands-Balkema-de Haan theorem. Because a wet year may contain several damaging floods and a dry year none, POT (also called the partial duration series) uses the data more efficiently than the annual-maximum approach, which is why Lang, Ouarda, and Bobée's 1999 operational guidelines and USGS Bulletin 17C both treat it as a key complement to annual-maximum frequency analysis. The method delivers the same design-flood quantiles for chosen return periods, often with lower variance at short return periods.

在 MethodMind 中打开即将推出应用、比较、获取指导
工具与资源
下载幻灯片
学习与探索
视频即将推出

阅读完整方法

仅限会员

使用免费账户登录即可阅读本节。

登录

方法图谱

相关方法的邻域——选择一个节点以展开探索。

来源

  1. Lang, M., Ouarda, T. B. M. J., & Bobée, B. (1999). Towards operational guidelines for over-threshold modeling. Journal of Hydrology, 225(3-4), 103-117. DOI: 10.1016/S0022-1694(99)00167-5
  2. England, J. F., Jr., Cohn, T. A., Faber, B. A., Stedinger, J. R., Thomas, W. O., Jr., Veilleux, A. G., Kiang, J. E., & Mason, R. R., Jr. (2018). Guidelines for Determining Flood Flow Frequency — Bulletin 17C. U.S. Geological Survey Techniques and Methods, book 4, chap. B5, 148 p. DOI: 10.3133/tm4B5

如何引用本页

ScholarGate. (2026, June 23). Peaks-Over-Threshold Flood Analysis. ScholarGate. https://scholargate.app/zh/disaster-studies/peaks-over-threshold-flood-analysis

选用哪种方法?

将本方法与其最相近的同类并置,并排研读——本馆将书籍铺陈于案上,取舍则由您定夺。

并排比较

被引用于

ScholarGatePeaks-Over-Threshold Flood Analysis (Peaks-Over-Threshold Flood Analysis). 于 2026-06-24 检索自 https://scholargate.app/zh/disaster-studies/peaks-over-threshold-flood-analysis · 数据集: https://doi.org/10.5281/zenodo.20539026