Generalized Exponential Distribution in Flood Frequency Analysis for Polish Rivers.
Many distributions have been used in flood frequency analysis (FFA) for fitting the flood extremes data. However, as shown in the paper, the scatter of Polish data plotted on the moment ratio diagram shows that there is still room for a new model. In the paper, we study the usefulness of the general...
| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
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Public Library of Science (PLoS)
2015-01-01
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| Series: | PLoS ONE |
| Online Access: | http://europepmc.org/articles/PMC4684336?pdf=render |
| _version_ | 1818129302541041664 |
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| author | Iwona Markiewicz Witold G Strupczewski Ewa Bogdanowicz Krzysztof Kochanek |
| author_facet | Iwona Markiewicz Witold G Strupczewski Ewa Bogdanowicz Krzysztof Kochanek |
| author_sort | Iwona Markiewicz |
| collection | DOAJ |
| description | Many distributions have been used in flood frequency analysis (FFA) for fitting the flood extremes data. However, as shown in the paper, the scatter of Polish data plotted on the moment ratio diagram shows that there is still room for a new model. In the paper, we study the usefulness of the generalized exponential (GE) distribution in flood frequency analysis for Polish Rivers. We investigate the fit of GE distribution to the Polish data of the maximum flows in comparison with the inverse Gaussian (IG) distribution, which in our previous studies showed the best fitting among several models commonly used in FFA. Since the use of a discrimination procedure without the knowledge of its performance for the considered probability density functions may lead to erroneous conclusions, we compare the probability of correct selection for the GE and IG distributions along with the analysis of the asymptotic model error in respect to the upper quantile values. As an application, both GE and IG distributions are alternatively assumed for describing the annual peak flows for several gauging stations of Polish Rivers. To find the best fitting model, four discrimination procedures are used. In turn, they are based on the maximized logarithm of the likelihood function (K procedure), on the density function of the scale transformation maximal invariant (QK procedure), on the Kolmogorov-Smirnov statistics (KS procedure) and the fourth procedure based on the differences between the ML estimate of 1% quantile and its value assessed by the method of moments and linear moments, in sequence (R procedure). Due to the uncertainty of choosing the best model, the method of aggregation is applied to estimate of the maximum flow quantiles. |
| first_indexed | 2024-12-11T07:46:59Z |
| format | Article |
| id | doaj.art-41137809bdf543309b4fba92098ad795 |
| institution | Directory Open Access Journal |
| issn | 1932-6203 |
| language | English |
| last_indexed | 2024-12-11T07:46:59Z |
| publishDate | 2015-01-01 |
| publisher | Public Library of Science (PLoS) |
| record_format | Article |
| series | PLoS ONE |
| spelling | doaj.art-41137809bdf543309b4fba92098ad7952022-12-22T01:15:26ZengPublic Library of Science (PLoS)PLoS ONE1932-62032015-01-011012e014396510.1371/journal.pone.0143965Generalized Exponential Distribution in Flood Frequency Analysis for Polish Rivers.Iwona MarkiewiczWitold G StrupczewskiEwa BogdanowiczKrzysztof KochanekMany distributions have been used in flood frequency analysis (FFA) for fitting the flood extremes data. However, as shown in the paper, the scatter of Polish data plotted on the moment ratio diagram shows that there is still room for a new model. In the paper, we study the usefulness of the generalized exponential (GE) distribution in flood frequency analysis for Polish Rivers. We investigate the fit of GE distribution to the Polish data of the maximum flows in comparison with the inverse Gaussian (IG) distribution, which in our previous studies showed the best fitting among several models commonly used in FFA. Since the use of a discrimination procedure without the knowledge of its performance for the considered probability density functions may lead to erroneous conclusions, we compare the probability of correct selection for the GE and IG distributions along with the analysis of the asymptotic model error in respect to the upper quantile values. As an application, both GE and IG distributions are alternatively assumed for describing the annual peak flows for several gauging stations of Polish Rivers. To find the best fitting model, four discrimination procedures are used. In turn, they are based on the maximized logarithm of the likelihood function (K procedure), on the density function of the scale transformation maximal invariant (QK procedure), on the Kolmogorov-Smirnov statistics (KS procedure) and the fourth procedure based on the differences between the ML estimate of 1% quantile and its value assessed by the method of moments and linear moments, in sequence (R procedure). Due to the uncertainty of choosing the best model, the method of aggregation is applied to estimate of the maximum flow quantiles.http://europepmc.org/articles/PMC4684336?pdf=render |
| spellingShingle | Iwona Markiewicz Witold G Strupczewski Ewa Bogdanowicz Krzysztof Kochanek Generalized Exponential Distribution in Flood Frequency Analysis for Polish Rivers. PLoS ONE |
| title | Generalized Exponential Distribution in Flood Frequency Analysis for Polish Rivers. |
| title_full | Generalized Exponential Distribution in Flood Frequency Analysis for Polish Rivers. |
| title_fullStr | Generalized Exponential Distribution in Flood Frequency Analysis for Polish Rivers. |
| title_full_unstemmed | Generalized Exponential Distribution in Flood Frequency Analysis for Polish Rivers. |
| title_short | Generalized Exponential Distribution in Flood Frequency Analysis for Polish Rivers. |
| title_sort | generalized exponential distribution in flood frequency analysis for polish rivers |
| url | http://europepmc.org/articles/PMC4684336?pdf=render |
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