Flexible and consistent quantile estimation for intensity-duration-frequency curves

被引:13
|
作者
Fauer, Felix S. [1 ]
Ulrich, Jana [1 ]
Jurado, Oscar E. [1 ]
Rust, Henning W. [1 ]
机构
[1] Free Univ Berlin, Inst Meteorol, Carl Heinrich Becker Weg 6-10, D-12165 Berlin, Germany
关键词
PRECIPITATION EXTREMES; SCALING MODEL; RAINFALL;
D O I
10.5194/hess-25-6479-2021
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
Assessing the relationship between the intensity, duration, and frequency (IDF) of extreme precipitation is required for the design of water management systems. However, when modeling sub-daily precipitation extremes, there are commonly only short observation time series available. This problem can be overcome by applying the duration-dependent formulation of the generalized extreme value (GEV) distribution which fits an IDF model with a range of durations simultaneously. The originally proposed durationdependent GEV model exhibits a power-law-like behavior of the quantiles and takes care of a deviation from this scaling relation (curvature) for sub-hourly durations (Koutsoyiannis et al., 1998). We suggest that a more flexible model might be required to model a wide range of durations (1 min to 5 d). Therefore, we extend the model with the following two features: (i) different slopes for different quantiles (multiscaling) and (ii) the deviation from the power law for large durations (flattening), which is newly introduced in this study. Based on the quantile skill score, we investigate the performance of the resulting flexible model with respect to the benefit of the individual features (curvature, multiscaling, and flattening) with simulated and empirical data. We provide detailed information on the duration and probability ranges for which specific features or a systematic combination of features leads to improvements for stations in a case study area in the Wupper catchment (Germany). Our results show that allowing curvature or multiscaling improves the model only for very short or long durations, respectively, but leads to disadvantages in modeling the other duration ranges. In contrast, allowing flattening on average leads to an improvement for medium durations between 1 h and 1 d, without affecting other duration regimes. Overall, the new parametric form offers a flexible and enhanced performance model for consistently describing IDF relations over a wide range of durations, which has not been done before as most existing studies focus on durations longer than 1 h or day and do not address the deviation from the power law for very long durations (2-5 d).
引用
收藏
页码:6479 / 6494
页数:16
相关论文
共 50 条
  • [41] Characteristics of Hydrological and Meteorological Drought Based on Intensity-Duration-Frequency (IDF) Curves
    Abu Arra, Ahmad
    Sisman, Eyup
    WATER, 2023, 15 (17)
  • [42] Nonstationary Precipitation Intensity-Duration-Frequency Curves for Infrastructure Design in a Changing Climate
    Cheng, Linyin
    AghaKouchak, Amir
    SCIENTIFIC REPORTS, 2014, 4
  • [43] INTENSITY-DURATION-FREQUENCY CURVES OF SHORT-DURATION STORMS IN THE SEGURA RIVER BASIN, SPAIN
    Perez-Sanchez, Julio
    Senent-Aparicio, Javier
    AGROCIENCIA, 2017, 51 (06) : 607 - 616
  • [44] Nonstationary Precipitation Intensity-Duration-Frequency Curves for Infrastructure Design in a Changing Climate
    Linyin Cheng
    Amir AghaKouchak
    Scientific Reports, 4
  • [45] Update of intensity-duration-frequency (IDF) curves under climate change: a review
    Kourtis, Ioannis M.
    Tsihrintzis, Vassilios A.
    WATER SUPPLY, 2022, 22 (05) : 4951 - 4974
  • [46] The impact of climate change on rainfall Intensity-Duration-Frequency (IDF) curves in Alabama
    Mirhosseini, Golbahar
    Srivastava, Puneet
    Stefanova, Lydia
    REGIONAL ENVIRONMENTAL CHANGE, 2013, 13 : S25 - S33
  • [47] Modelling precipitation extremes in the Czech Republic: update of intensity-duration-frequency curves
    Fusek, Michal
    Hellebrand, Radek
    Michalek, Jaroslav
    ESTONIAN JOURNAL OF EARTH SCIENCES, 2016, 65 (04) : 234 - 247
  • [48] RAINFALL INTENSITY-DURATION-FREQUENCY FORMULAS
    CHEN, C
    JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1983, 109 (12): : 1603 - 1621
  • [49] Technical guidelines for future intensity-duration-frequency curve estimation in Canada
    Requena, Ana I.
    Burn, Donald H.
    Coulibaly, Paulin
    CANADIAN WATER RESOURCES JOURNAL, 2021, 46 (1-2) : 87 - 104
  • [50] Marginal methods of intensity-duration-frequency estimation in scaling and nonscaling rainfall
    Veneziano, Daniele
    Lepore, Chiara
    Langousis, Andreas
    Furcolo, Pierluigi
    WATER RESOURCES RESEARCH, 2007, 43 (10)