Magnitude and Frequency Analyses of Floods on the Kaveri River of the Southern India by Using Gumbel Extreme Value Type-I Probability Distribution

The Gumbel Extreme Value Type-I (GEVI) probability distribution is applied to investigate magnitude and frequency of floods on the Kaveri River using Annual Maximum Series data for 17 to 47 years. The GEVI is used for future probabilities of occurrences of floods and to estimate the recurrence interval of average annual peak discharges (Q), large floods (Qlf) and actually observed maximum annual peak discharges (Qmax). The discharges have been estimated for 2-yr, 5-yr, 10-yr, 25-yr, 50-yr, 100-yr, 500-yr and 1000-yr floods that range from 9 to 10408 m3s-1. As per GEVI, the has a recurrence interval of 2.33 years, Qlf has 6.93 years. However, recurrence interval of Qmax range between 36 and 636 years. The curves portrayed on GEVI probability paper provide dependable estimates of floods. The GEVI probability distribution, therefore, can be reliably and conveniently used to estimate the recurrence intervals for given magnitude and vice versa.

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Journal
Hydrospatial Analysis
Published
2025-02-23
DOI
https://doi.org/10.21523/gcj3.2025090101
Primary Topic
Hydrology and Drought Analysis
Type
article
Field-Weighted Citation Impact
0.00

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article

Magnitude and Frequency Analyses of Floods on the Kaveri River of the Southern India by Using Gumbel Extreme Value Type-I Probability Distribution

Smita Ramesh Pagare, Pramodkumar S. Hire, Archana D. Patil
Hydrospatial Analysis
Hydrology and Drought Analysis
article

Magnitude and Frequency Analyses of Floods on the Kaveri River of the Southern India by Using Gumbel Extreme Value Type-I Probability Distribution

Smita Ramesh Pagare, Pramodkumar S. Hire, Archana D. Patil
article en

Abstract

The Gumbel Extreme Value Type-I (GEVI) probability distribution is applied to investigate magnitude and frequency of floods on the Kaveri River using Annual Maximum Series data for 17 to 47 years. The GEVI is used for future probabilities of occurrences of floods and to estimate the recurrence interval of average annual peak discharges (Q), large floods (Qlf) and actually observed maximum annual peak discharges (Qmax). The discharges have been estimated for 2-yr, 5-yr, 10-yr, 25-yr, 50-yr, 100-yr, 500-yr and 1000-yr floods that range from 9 to 10408 m3s-1. As per GEVI, the has a recurrence interval of 2.33 years, Qlf has 6.93 years. However, recurrence interval of Qmax range between 36 and 636 years. The curves portrayed on GEVI probability paper provide dependable estimates of floods. The GEVI probability distribution, therefore, can be reliably and conveniently used to estimate the recurrence intervals for given magnitude and vice versa.

Hydrospatial AnalysisVol. 9(1)
Indian Numismatic, Historical and Cultural Research Foundation (IN)
Department of Science and Technology, Ministry of Science and Technology, India
Openalex Percentile: Top 98%
Hydrology and Drought Analysis
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