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Rainfall extremes, excesses, and intensity-duration-frequency curves: A unified asymptotic framework and new nonasymptotic results based on multifractal measures

机译:降雨的极端值,超额值和强度-持续时间-频率曲线:基于多重分形测度的统一渐近框架和新的非渐近结果

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摘要

We present a unified asymptotic theory of rainfall extremes including annual maxima, excesses above high thresholds, and intensity-duration-frequency (IDF) curves that builds on previous findings and derive new nonasymptotic results. The analysis is based on stationary multifractal representations of rainfall and produces extensions of the familiar results from extreme value (EV) and extreme excess (EE) theories. The latter results apply to the T-yr maximum as T→∞ and the excess above z as z→∞. By exploiting the scaling relationship among the distributions of rainfall intensity for different averaging durations d, the multifractal asymptotics include, in addition, results in the small-scale limits d→0 and (d →0, T ∝ d~(-α) →∞) with α > 0. In all cases, the maximum distributions are of the generalized extreme value (GEV) type, but the index k depends on the limit considered. Multifractal models also produce asymptotic scaling results for the IDF curves. For the nonasymptotic case (d and T finite), we obtain accurate approximations of the IDF curves and derive a semitheoretical formula for the index k of the GEV model that best approximates the distribution of the annual maximum over a finite range of return-period intensities. The nonasymptotic analysis explains several observed deviations of rainfall extremes from the asymptotic predictions, such as the tendency of k to decrease as the averaging duration d increases and the tendency of the IDF curves to converge as d or the return period T increase.
机译:我们提出了一个统一的降雨极端值渐进理论,包括年度最大值,超出高阈值的超额值以及强度-持续时间-频率(IDF)曲线,该曲线建立在以前的发现基础上并得出新的非渐近结果。该分析基于降雨的平稳多重分形表示,并从极值(EV)和极度超额(EE)理论扩展了常见结果。后者的结果适用于T-yr最大值为T→∞,z上方的多余部分为z→∞。通过利用不同平均持续时间d的降雨强度分布之间的比例关系,多重分形渐近性还包括小范围极限d→0和(d→0,T d d〜(-α)→ ∞),α>0。在所有情况下,最大分布均为广义极值(GEV)类型,但指数k取决于所考虑的极限。多重分形模型还为IDF曲线生成渐近缩放结果。对于非渐近情况(d和T有限),我们获得IDF曲线的精确近似值,并为GEV模型的指标k得出一个半理论公式,该公式最能近似地确定在有限的返回周期强度范围内年最大值的分布。非渐近分析解释了观测到的极端降雨与渐进预测的偏差,例如,随着平均持续时间d的增加,k趋于下降,而随着d或返回期T的增加,IDF曲线趋于收敛。

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  • 来源
    《Water resources research》 |2013年第7期|4320-4334|共15页
  • 作者单位

    Department of Civil and Environmental Engineering, Massachusetts Institute of Technology, Rm. 1-348, Cambridge, MA 02139, USA;

    Department of Civil and Environmental Engineering, Massachusetts Institute of Technology, Cambridge, Massachusetts, USA;

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