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首页> 外文期刊>International Journal of Climatology: A Journal of the Royal Meteorological Society >Non‐stationary intensity‐duration‐frequency curves integrating information concerning teleconnections and climate change
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Non‐stationary intensity‐duration‐frequency curves integrating information concerning teleconnections and climate change

机译:非静止强度持续时间频率曲线集成了联系和气候变化的信息

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> Rainfall intensity‐duration‐frequency (IDF) curves are commonly used for the design of water resources infrastructure. Numerous studies reported non‐stationarity in meteorological time series. Neglecting to incorporate non‐stationarities in hydrological models may lead to inaccurate results. The present work focuses on the development of a general methodology that copes with non‐stationarities that may exist in rainfall, by making the parameters of the IDF relationship dependent on the covariates of time and climate oscillations. In the recent literature, non‐stationary models are generally fit on data series of specific durations. In the approach proposed here, a single model with a separate functional relation with the return period and the rainfall duration is instead defined. This model has the advantage of being simpler and extending the effective sample size. Its parameters are estimated with the maximum composite likelihood method. Two sites in Ontario, Canada and one site in California, USA, exhibiting non‐stationary behaviours are used as case studies to illustrate the proposed method. For these case studies, the time and the climate indices Atlantic Multi‐decadal Oscillation (AMO) and Western Hemisphere Warm Pool (WHWP) for the stations in Canada, and the time and the climate indices Southern Oscillation Index (SOI) and Pacific Decadal Oscillation (PDO) for the stations in United States are used as covariates. The Gumbel and the generalized extreme value distributions are used as the time‐dependent functions in the numerator of the general IDF relationship. Results show that the non‐stationary framework for IDF modelling provides a better fit to the data than its stationary counterpart according to the Akaike information criterion. Results indicate also that the proposed generalized approach is more robust than the common approach especially for stations with short rainfall records (e.g., R<
机译: >降雨强度 - 持续时间频率(IDF)曲线通常用于水资源基础设施的设计。众多研究报告了气象时间序列中的非公平性。疏忽在水文模型中纳入非公平性可能导致结果不准确。本工作侧重于开发与降雨中可能存在于降雨中可能存在的非公平性的一般方法,使IDF关系的参数取决于时间和气候振荡的协调因素。在最近的文献中,非静止模型通常适合特定持续的数据系列。在此处提出的方法,替代地定义了与返回周期和降雨持续时间的单独功能关系的单个模型。该模型具有更简单和扩展有效样本大小的优点。其参数估计了最大的复合似然方法。美国安大略省,加拿大和美国加利福尼亚州的一个网站的两个站点,表现出非静止行为作为案例研究,以说明所提出的方法。对于这些案例研究,时间和气候指数大西洋多码振荡(AMO)和西半球温水游泳池(WHWP)为加拿大的车站,以及南方振荡指数(SOI)和太平洋横向振荡的时间和气候指标(PDO)在美国的车站被用作协变量。 Gumbel和广义极值分布用作通用IDF关系的分子中的时间依赖性。结果表明,根据Akaike信息标准,IDF建模的非静止框架提供了比其静止对应物更好的数据。结果表明,所提出的广义方法比常见方法更加坚固,特别是对于具有短降雨记录的车站(例如, r <

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