Flood frequency analysis of the Rasina River in Serbia

In this paper we performed flood frequency analysis by using L-moments and annual maximum series data from two hydrological stations on the Rasina River (Brus and Bivolje), for the 1961−2020 period. Homogeneity testing confirmed that the basin can be considered hydrologically homogeneous ( V i = 0.38 < 1). Five probability distributions – Normal, Log-Normal, Gumbel, Pearson Type III, and Log-Pearson Type III – were tested to identify the best-fit model. An L-moment ratio diagram and Z -statistics indicate that all distributions satisfy the test criteria, with Log-Pearson Type III showing the best overall fit for the region ( Z = 0.09). Goodness-of-fit tests (Kolmogorov-Smirnov, Cramér-von Mises, and χ 2 ) confirmed Log-Pearson Type III as the best fit at the Brus station and Pearson Type III at the Bivolje station. Theoretical flood quantiles were calculated for various return periods (T-year floods). Mann–Kendall trend analysis indicated a significant decreasing discharge trend at Bivolje (−1.28 m 3 /s per year).

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Publication Details

Journal
Geografie
Published
2026-01-01
DOI
https://doi.org/10.37040/geografie.2026.002
Primary Topic
Hydrology and Drought Analysis
Type
article
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article

Flood frequency analysis of the Rasina River in Serbia

Ljiljana Stričević, Milena Gocić, Nikola M. Milentijević, Marko Ivanović et al.
Geografie
Hydrology and Drought Analysis
article

Flood frequency analysis of the Rasina River in Serbia

Ljiljana Stričević, Milena Gocić, Nikola M. Milentijević, Marko Ivanović, Nataša Martić-Bursać
article en

Abstract

In this paper we performed flood frequency analysis by using L-moments and annual maximum series data from two hydrological stations on the Rasina River (Brus and Bivolje), for the 1961−2020 period. Homogeneity testing confirmed that the basin can be considered hydrologically homogeneous ( V i = 0.38 < 1). Five probability distributions – Normal, Log-Normal, Gumbel, Pearson Type III, and Log-Pearson Type III – were tested to identify the best-fit model. An L-moment ratio diagram and Z -statistics indicate that all distributions satisfy the test criteria, with Log-Pearson Type III showing the best overall fit for the region ( Z = 0.09). Goodness-of-fit tests (Kolmogorov-Smirnov, Cramér-von Mises, and χ 2 ) confirmed Log-Pearson Type III as the best fit at the Brus station and Pearson Type III at the Bivolje station. Theoretical flood quantiles were calculated for various return periods (T-year floods). Mann–Kendall trend analysis indicated a significant decreasing discharge trend at Bivolje (−1.28 m 3 /s per year).

GeografieVol. 131(1)
University of Nis (RS), University of Prishtina (XK)
Openalex Percentile: Top 4%
Hydrology and Drought Analysis
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