Copula-Based Joint Flood Frequency Analysis: The Case of Guder River, Upper Blue Nile Basin, Ethiopia

The univariate analysis of hydrological extremes is a well-established practice in developing countries such as Ethiopia. However, for the design of hydrological and hydraulic systems, it is essential to have a thorough understanding of flood event characteristics, including volumes, peaks, time of...

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Main Authors: Mesfin Mamo Haile, Rakesh Khosa, Asnake Kassahun Abebe, Ayansa Teshome Gelalcha, Abera Misgana Tolera
Format: Article
Language:English
Published: Hindawi Limited 2023-01-01
Series:Advances in Meteorology
Online Access:http://dx.doi.org/10.1155/2023/7637884
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author Mesfin Mamo Haile
Rakesh Khosa
Asnake Kassahun Abebe
Ayansa Teshome Gelalcha
Abera Misgana Tolera
author_facet Mesfin Mamo Haile
Rakesh Khosa
Asnake Kassahun Abebe
Ayansa Teshome Gelalcha
Abera Misgana Tolera
author_sort Mesfin Mamo Haile
collection DOAJ
description The univariate analysis of hydrological extremes is a well-established practice in developing countries such as Ethiopia. However, for the design of hydrological and hydraulic systems, it is essential to have a thorough understanding of flood event characteristics, including volumes, peaks, time of occurrence, and duration. This study utilizes copula functions for bivariate modeling of flood peak and volume characteristics, examining the performance of four Archimedean copulas in the Guder basin located in Ethiopia from 1987 to 2017. Flood peak and volume were extracted using the theory of runs for analysis of their joint characteristics with the truncation level chosen as equal to the lowest annual maximum event. Univariate distributions with the best fitness on both variables were determined, and results showed that gamma and GEV-fitted flood peaks and lognormal-fitted flood volumes are the most suitable. Four Archimedean copulas were evaluated, and the Gumbel-Hougaard copula was found to be the best fit for the data based on graphical and measurable tests. Bivariate probability and return period were computed in “AND” and “OR” states. The joint return period for flood peak (97.49 m3/s) and volume (77.35 m3/s) was found to be 15 years in the “AND” state and approximately 4 years in the “OR” state. The study also evaluates univariate and conditional return periods, comparing them with the primary one. The copula method was an effective method for distributing marginal variables, highlighting its potential as a valuable tool in flood management.
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spelling doaj.art-b3939a01b134429da5da767676647d842023-09-15T00:00:36ZengHindawi LimitedAdvances in Meteorology1687-93172023-01-01202310.1155/2023/7637884Copula-Based Joint Flood Frequency Analysis: The Case of Guder River, Upper Blue Nile Basin, EthiopiaMesfin Mamo Haile0Rakesh Khosa1Asnake Kassahun Abebe2Ayansa Teshome Gelalcha3Abera Misgana Tolera4Department of Hydraulic and Water Resources EngineeringDepartment of Civil EngineeringDepartment of Surveying EngineeringDepartment of Civil EngineeringDepartment of Hydraulic and Water Resources EngineeringThe univariate analysis of hydrological extremes is a well-established practice in developing countries such as Ethiopia. However, for the design of hydrological and hydraulic systems, it is essential to have a thorough understanding of flood event characteristics, including volumes, peaks, time of occurrence, and duration. This study utilizes copula functions for bivariate modeling of flood peak and volume characteristics, examining the performance of four Archimedean copulas in the Guder basin located in Ethiopia from 1987 to 2017. Flood peak and volume were extracted using the theory of runs for analysis of their joint characteristics with the truncation level chosen as equal to the lowest annual maximum event. Univariate distributions with the best fitness on both variables were determined, and results showed that gamma and GEV-fitted flood peaks and lognormal-fitted flood volumes are the most suitable. Four Archimedean copulas were evaluated, and the Gumbel-Hougaard copula was found to be the best fit for the data based on graphical and measurable tests. Bivariate probability and return period were computed in “AND” and “OR” states. The joint return period for flood peak (97.49 m3/s) and volume (77.35 m3/s) was found to be 15 years in the “AND” state and approximately 4 years in the “OR” state. The study also evaluates univariate and conditional return periods, comparing them with the primary one. The copula method was an effective method for distributing marginal variables, highlighting its potential as a valuable tool in flood management.http://dx.doi.org/10.1155/2023/7637884
spellingShingle Mesfin Mamo Haile
Rakesh Khosa
Asnake Kassahun Abebe
Ayansa Teshome Gelalcha
Abera Misgana Tolera
Copula-Based Joint Flood Frequency Analysis: The Case of Guder River, Upper Blue Nile Basin, Ethiopia
Advances in Meteorology
title Copula-Based Joint Flood Frequency Analysis: The Case of Guder River, Upper Blue Nile Basin, Ethiopia
title_full Copula-Based Joint Flood Frequency Analysis: The Case of Guder River, Upper Blue Nile Basin, Ethiopia
title_fullStr Copula-Based Joint Flood Frequency Analysis: The Case of Guder River, Upper Blue Nile Basin, Ethiopia
title_full_unstemmed Copula-Based Joint Flood Frequency Analysis: The Case of Guder River, Upper Blue Nile Basin, Ethiopia
title_short Copula-Based Joint Flood Frequency Analysis: The Case of Guder River, Upper Blue Nile Basin, Ethiopia
title_sort copula based joint flood frequency analysis the case of guder river upper blue nile basin ethiopia
url http://dx.doi.org/10.1155/2023/7637884
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