Bivariate Frequency Analysis of Hydrological Drought Using Copula: A Case Study of Northern Iraq

被引:2
|
作者
Hasan, Ihsan F. [1 ,2 ]
Abdullah, Rozi [1 ]
Awchi, Taymoor A. [3 ]
Kamal, Nurul Hana M. [1 ]
机构
[1] Univ Sains Malaysia, Sch Civil Engn, Nibong Tebal, Penang, Malaysia
[2] Univ Mosul, Dams & Water Resources Res Ctr, Mosul, Iraq
[3] Univ Kirkuk, Coll Engn, Civil Engn Dept, Kirkuk, Iraq
关键词
Hydrological drought; Copula; SRI; Greater Zab river; Lesser Zab river; Bivariate return periods; RETURN PERIOD; PROBABILITY;
D O I
10.14525/JJCE.v17i3.06
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this research work, copula-based methodology is adopted to analyze the hydrological drought frequency. Standardized Runoff Index SRI was calculated using monthly-streamflow data for 50 years of two gauging stations in the northern region of Iraq. The drought duration and severity were extracted using run theory. Three Archimedean family and Gaussian copulas were used and compared to select the most appropriate copula model for bivariate frequency analysis of hydrological-drought characteristics. The dependence between drought duration and drought severity was estimated by Pearson's, Spearman's rho and Kendall's tau correlations. Various probability distributions were utilized to determine the best fit marginal distributions for drought characteristic variables based on the Kolmogorov-Smirnov and Chi-squared statistics. Uni-variate and joint return periods were estimated and compared. Generally, the results indicate that Archimedean copulas performed better than the Gaussian copulas. Exponential and Weibull distributions are the best fit for drought duration and severity, respectively, except for drought severity in case of the 9-month time scale at Lesser Zab region, where lognormal distribution was chosen. The current study can give helpful information for drought risk assessment and water-resource management under climate change.
引用
收藏
页码:430 / 442
页数:13
相关论文
共 50 条
  • [1] Univariate and Bivariate Hydrological Drought Frequency Analysis by Copula Functions
    Ibrahim Halil Deger
    Musa Esıt
    Mehmet Ishak Yuce
    Water Resources Management, 2023, 37 : 4881 - 4907
  • [2] Univariate and Bivariate Hydrological Drought Frequency Analysis by Copula Functions
    Deger, Ibrahim Halil
    Esit, Musa
    Yuce, Mehmet Ishak
    WATER RESOURCES MANAGEMENT, 2023, 37 (12) : 4881 - 4907
  • [3] Bivariate drought frequency analysis using the copula method
    Rasoul Mirabbasi
    Ahmad Fakheri-Fard
    Yagob Dinpashoh
    Theoretical and Applied Climatology, 2012, 108 : 191 - 206
  • [4] Bivariate drought frequency analysis using the copula method
    Mirabbasi, Rasoul
    Fakheri-Fard, Ahmad
    Dinpashoh, Yagob
    THEORETICAL AND APPLIED CLIMATOLOGY, 2012, 108 (1-2) : 191 - 206
  • [5] Trivariate Gaussian copula and Student t copula in multivariate hydrological drought frequency analysis
    Song, Song-Bai
    Jin, Ju-Liang
    He, Ji
    HYDROLOGICAL CYCLE AND WATER RESOURCES SUSTAINABILITY IN CHANGING ENVIRONMENTS, 2011, 350 : 592 - +
  • [6] Historical and future drought in Bangladesh using copula-based bivariate regional frequency analysis
    Md Rubayet Mortuza
    Edom Moges
    Yonas Demissie
    Hong-Yi Li
    Theoretical and Applied Climatology, 2019, 135 : 855 - 871
  • [7] Historical and future drought in Bangladesh using copula-based bivariate regional frequency analysis
    Mortuza, Md Rubayet
    Moges, Edom
    Demissie, Yonas
    Li, Hong-Yi
    THEORETICAL AND APPLIED CLIMATOLOGY, 2019, 135 (3-4) : 855 - 871
  • [8] Bivariate Streamflow Frequency Analysis Using the Entropic Copula
    Zhang, Lan
    Vijay, P. Singh
    PROCEEDINGS OF THE 35TH IAHR WORLD CONGRESS, VOLS III AND IV, 2013,
  • [9] Bivariate flood frequency analysis using the copula method
    Zhang, L
    Singh, VP
    JOURNAL OF HYDROLOGIC ENGINEERING, 2006, 11 (02) : 150 - 164
  • [10] Hydrological drought frequency analysis - a case study in South Kerala
    Varghese, G. S. Deepa
    Joisy, M. B.
    INTERNATIONAL JOURNAL OF HYDROLOGY SCIENCE AND TECHNOLOGY, 2020, 10 (06) : 586 - 603