The Copula Application for Analysis of the Flood Threat at the River Confluences in the Danube River Basin in Slovakia

In hydrological practice, individual elements of the hydrological cycle are most often estimated and evaluated separately. Uncertainty in the size estimation of extrema discharges and their return period can affect the statistical assessment of the significance of floods. One example is the simultan...

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Main Authors: Veronika Bačová Mitková, Dana Halmová, Pavla Pekárová, Pavol Miklánek
Format: Article
Language:English
Published: MDPI AG 2023-03-01
Series:Water
Subjects:
Online Access:https://www.mdpi.com/2073-4441/15/5/984
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author Veronika Bačová Mitková
Dana Halmová
Pavla Pekárová
Pavol Miklánek
author_facet Veronika Bačová Mitková
Dana Halmová
Pavla Pekárová
Pavol Miklánek
author_sort Veronika Bačová Mitková
collection DOAJ
description In hydrological practice, individual elements of the hydrological cycle are most often estimated and evaluated separately. Uncertainty in the size estimation of extrema discharges and their return period can affect the statistical assessment of the significance of floods. One example is the simultaneous occurrence and joining of extremes at the confluence of rivers. The paper dealt with the statistical evaluation of the occurrence of two independent variables and their joint probabilities of occurrence. Bivariate joint analysis is a statistical approach for the assessment of flood threats at the confluence of rivers. In our study, the annual maximum discharges monitored on four selected Slovak rivers and their tributaries represent the analyzed variables. The Archimedean class of copula functions was used as a set of mathematical tools for the determination and evaluation of the joint probability of annual maximal discharges at river confluences. The results of such analysis can contribute to a more reliable assessment of flood threats, especially in cases where extreme discharges occur simultaneously, increasing the risk of devastating effects. Finally, the designed discharges of the different return periods calculated by using the univariate approach and the bivariate approach for the gauging station below the confluence of the rivers was evaluated and compared.
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spelling doaj.art-b73faa412fdd4f2ca51ab2ba50fde7ca2023-11-17T08:55:49ZengMDPI AGWater2073-44412023-03-0115598410.3390/w15050984The Copula Application for Analysis of the Flood Threat at the River Confluences in the Danube River Basin in SlovakiaVeronika Bačová Mitková0Dana Halmová1Pavla Pekárová2Pavol Miklánek3Slovak Academy of Sciences, Institute of Hydrology, Dúbravská Cesta 9, 841 04 Bratislava, SlovakiaSlovak Academy of Sciences, Institute of Hydrology, Dúbravská Cesta 9, 841 04 Bratislava, SlovakiaSlovak Academy of Sciences, Institute of Hydrology, Dúbravská Cesta 9, 841 04 Bratislava, SlovakiaSlovak Academy of Sciences, Institute of Hydrology, Dúbravská Cesta 9, 841 04 Bratislava, SlovakiaIn hydrological practice, individual elements of the hydrological cycle are most often estimated and evaluated separately. Uncertainty in the size estimation of extrema discharges and their return period can affect the statistical assessment of the significance of floods. One example is the simultaneous occurrence and joining of extremes at the confluence of rivers. The paper dealt with the statistical evaluation of the occurrence of two independent variables and their joint probabilities of occurrence. Bivariate joint analysis is a statistical approach for the assessment of flood threats at the confluence of rivers. In our study, the annual maximum discharges monitored on four selected Slovak rivers and their tributaries represent the analyzed variables. The Archimedean class of copula functions was used as a set of mathematical tools for the determination and evaluation of the joint probability of annual maximal discharges at river confluences. The results of such analysis can contribute to a more reliable assessment of flood threats, especially in cases where extreme discharges occur simultaneously, increasing the risk of devastating effects. Finally, the designed discharges of the different return periods calculated by using the univariate approach and the bivariate approach for the gauging station below the confluence of the rivers was evaluated and compared.https://www.mdpi.com/2073-4441/15/5/984flood threathydrological extremesriver confluencebivariate analysisjoint return periodcopula function
spellingShingle Veronika Bačová Mitková
Dana Halmová
Pavla Pekárová
Pavol Miklánek
The Copula Application for Analysis of the Flood Threat at the River Confluences in the Danube River Basin in Slovakia
Water
flood threat
hydrological extremes
river confluence
bivariate analysis
joint return period
copula function
title The Copula Application for Analysis of the Flood Threat at the River Confluences in the Danube River Basin in Slovakia
title_full The Copula Application for Analysis of the Flood Threat at the River Confluences in the Danube River Basin in Slovakia
title_fullStr The Copula Application for Analysis of the Flood Threat at the River Confluences in the Danube River Basin in Slovakia
title_full_unstemmed The Copula Application for Analysis of the Flood Threat at the River Confluences in the Danube River Basin in Slovakia
title_short The Copula Application for Analysis of the Flood Threat at the River Confluences in the Danube River Basin in Slovakia
title_sort copula application for analysis of the flood threat at the river confluences in the danube river basin in slovakia
topic flood threat
hydrological extremes
river confluence
bivariate analysis
joint return period
copula function
url https://www.mdpi.com/2073-4441/15/5/984
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