首页> 外文会议>Annual conference of the Canadian Society for Civil Engineering >Regional Intensity-Duration-Frequency Curves Derived from Ensemble Empirical Mode Decomposition and Scaling Property
【24h】

Regional Intensity-Duration-Frequency Curves Derived from Ensemble Empirical Mode Decomposition and Scaling Property

机译:整体经验模态分解和尺度特性推导的区域强度-持续时间-频率曲线

获取原文

摘要

Because of the large spatial variability of most precipitation data, site-specific Intensity Duration Frequency (IDF) curves generally cannot be reliably transferred to ungauged sites, even those located nearby. Further, most IDF curves of Canada are traditionally fitted to the Extreme Value type I (EVI) probability distribution (PD) with parameters derived by the Method of Moment (MOM), which as expected, are not as accurate as General Extreme Value (GEV) PD with parameters derived by the probability weighted moment (PWM) method. We propose deriving regional IDF curves based on the scaling property of precipitation data derived via the ensemble empirical mode decomposition (EEMD). Selected stations of annual maximum precipitation were first decomposed by EEMD to intrinsic mode functions (IMFs). Next, the scaling property of IMFs was examined and representative scale exponents were extracted. Results show that quantile estimates derived from GEV-PWM are more accurate than those derived from EVI-MOM, whose underestimation of rainfall intensity becomes obvious when the return period is over 25-yr, especially for storms of duration less than an hour. Therefore, quantile estimates of the GEV-PWM were selected to derive regional IDF curves. Generally three of the four IMFs of the precipitation data showed simple scaling property, which were used to derive regional IDF curves. These regional IDF curves derived from the scaling IDF and EEMD approach predicted accurate storm intensities for rain gauging sites at both the calibration and validation stages, though for storm of high return periods, e.g., about 100-year or higher, the predicted storm intensities are more subjected to uncertainties.
机译:由于大多数降水量数据的空间变异性大,因此特定地点的强度持续时间频率(IDF)曲线通常无法可靠地传输到未测量的地点,即使是附近的地点。此外,加拿大的大多数IDF曲线传统上都适用于I型极值(EVI)概率分布(PD),其参数由矩量法(MOM)得出,正如预期的那样,其准确性不如General Extreme Value(GEV) )PD具有通过概率加权矩(PWM)方法得出的参数。我们提出基于整体经验模式分解(EEMD)得出的降水数据的缩放特性来推导区域IDF曲线。 EEMD首先将选定的年最大降水量站分解为固有模式函数(IMF)。接下来,检查了IMF的缩放属性,并提取了代表性的缩放指数。结果表明,从GEV-PWM得出的分位数估计值比从EVI-MOM得出的估计值更为准确,当返回期超过25年时,尤其是持续时间少于一个小时的暴风雨,降雨强度的低估会变得很明显。因此,选择了GEV-PWM的分位数估计以得出区域IDF曲线。通常,降水数据的四个IMF中的三个显示简单的缩放特性,这些特性用于导出区域IDF曲线。这些从比例缩放IDF和EEMD方法获得的区域IDF曲线预测了在校准和验证阶段雨量计站点的准确风暴强度,尽管对于高回报期(例如大约100年或更高)的风暴,预测的风暴强度为更受不确定性的影响。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号