Flood frequency analysis using method of moments and L-moments of probability distributions
Estimation of maximum flood discharge (MFD) at a desired location on a river is important for planning, design and management of hydraulic structures. This can be achieved using deterministic models with extreme storm events or through frequency analysis by fitting of probability distributions to th...
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Online Access: | http://dx.doi.org/10.1080/23311916.2015.1018704 |
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doaj-752a19dff0994264bd440e3f4132f0f52020-11-24T23:08:23ZengTaylor & Francis GroupCogent Engineering2331-19162015-12-012110.1080/23311916.2015.10187041018704Flood frequency analysis using method of moments and L-moments of probability distributionsN. Vivekanandan0Central Water and Power Research StationEstimation of maximum flood discharge (MFD) at a desired location on a river is important for planning, design and management of hydraulic structures. This can be achieved using deterministic models with extreme storm events or through frequency analysis by fitting of probability distributions to the recorded annual maximum discharge data. In the latter approach, suitable probability distributions and associated parameter estimation methods are applied. In the present study, method of moments and L-moments (LMO) are used for determination of parameters of six probability distributions. Goodness-of-Fit tests such as Chi-square and Kolmogorov–Smirnov are applied for checking the adequacy of fitting of probability distributions to the recorded data. Diagnostic test of D-index is used for the selection of a suitable distribution for estimation of MFD. The study reveals that the Extreme Value Type-1 distribution (using LMO) is better suited amongst six distributions used in the estimation of MFD at Malakkara and Neeleswaram gauging stations in Pampa and Periyar river basins, respectively.http://dx.doi.org/10.1080/23311916.2015.1018704chi-squareD-indexKolmogorov–SmirnovL-momentsmethod of momentsmaximum floodprobability distribution |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
N. Vivekanandan |
spellingShingle |
N. Vivekanandan Flood frequency analysis using method of moments and L-moments of probability distributions Cogent Engineering chi-square D-index Kolmogorov–Smirnov L-moments method of moments maximum flood probability distribution |
author_facet |
N. Vivekanandan |
author_sort |
N. Vivekanandan |
title |
Flood frequency analysis using method of moments and L-moments of probability distributions |
title_short |
Flood frequency analysis using method of moments and L-moments of probability distributions |
title_full |
Flood frequency analysis using method of moments and L-moments of probability distributions |
title_fullStr |
Flood frequency analysis using method of moments and L-moments of probability distributions |
title_full_unstemmed |
Flood frequency analysis using method of moments and L-moments of probability distributions |
title_sort |
flood frequency analysis using method of moments and l-moments of probability distributions |
publisher |
Taylor & Francis Group |
series |
Cogent Engineering |
issn |
2331-1916 |
publishDate |
2015-12-01 |
description |
Estimation of maximum flood discharge (MFD) at a desired location on a river is important for planning, design and management of hydraulic structures. This can be achieved using deterministic models with extreme storm events or through frequency analysis by fitting of probability distributions to the recorded annual maximum discharge data. In the latter approach, suitable probability distributions and associated parameter estimation methods are applied. In the present study, method of moments and L-moments (LMO) are used for determination of parameters of six probability distributions. Goodness-of-Fit tests such as Chi-square and Kolmogorov–Smirnov are applied for checking the adequacy of fitting of probability distributions to the recorded data. Diagnostic test of D-index is used for the selection of a suitable distribution for estimation of MFD. The study reveals that the Extreme Value Type-1 distribution (using LMO) is better suited amongst six distributions used in the estimation of MFD at Malakkara and Neeleswaram gauging stations in Pampa and Periyar river basins, respectively. |
topic |
chi-square D-index Kolmogorov–Smirnov L-moments method of moments maximum flood probability distribution |
url |
http://dx.doi.org/10.1080/23311916.2015.1018704 |
work_keys_str_mv |
AT nvivekanandan floodfrequencyanalysisusingmethodofmomentsandlmomentsofprobabilitydistributions |
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