Regional Flood Frequency Analysis for a Poorly Gauged Basin Using the Simulated Flood Data and L-Moment Method
The design of hydraulic structures and the assessment of flood control measures require the estimation of flood quantiles. Since observed flood data are rarely available at the specific location, flood estimation in un-gauged or poorly gauged basins is a common problem in engineering hydrology. We i...
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doaj-5cd7132027014b17af8c80920b18e6dd2020-11-25T01:56:33ZengMDPI AGWater2073-44412019-08-01118171710.3390/w11081717w11081717Regional Flood Frequency Analysis for a Poorly Gauged Basin Using the Simulated Flood Data and L-Moment MethodDo-Hun Lee0Nam Won Kim1Department of Civil Engineering, Kyung Hee University, Yongin 17104, KoreaDepartment of Land, Water and Environment Research, Korea Institute of Civil Engineering and Building Technology, Goyang 10223, KoreaThe design of hydraulic structures and the assessment of flood control measures require the estimation of flood quantiles. Since observed flood data are rarely available at the specific location, flood estimation in un-gauged or poorly gauged basins is a common problem in engineering hydrology. We investigated the flood estimation method in a poorly gauged basin. The flood estimation method applied the combination of rainfall-runoff model simulation and regional flood frequency analysis (RFFA). The L-moment based index flood method was performed using the annual maximum flood (AMF) data simulated by the rainfall-runoff model. The regional flood frequency distribution with 90% error bounds was derived in the Chungju dam basin of Korea, which has a drainage area of 6648 km<sup>2</sup>. The flood quantile estimates based on the simulated AMF data were consistent with the flood quantile estimates based on the observed AMF data. The widths of error bounds of regional flood frequency distribution increased sharply as the return period increased. The results suggest that the flood estimation approach applied in this study has the potential to estimate flood quantiles when the hourly rainfall measurements during major storms are widely available and the observed flood data are limited.https://www.mdpi.com/2073-4441/11/8/1717regional flood frequency analysisL-momentindex floodpoorly gauged basinHEC-HMS |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Do-Hun Lee Nam Won Kim |
spellingShingle |
Do-Hun Lee Nam Won Kim Regional Flood Frequency Analysis for a Poorly Gauged Basin Using the Simulated Flood Data and L-Moment Method Water regional flood frequency analysis L-moment index flood poorly gauged basin HEC-HMS |
author_facet |
Do-Hun Lee Nam Won Kim |
author_sort |
Do-Hun Lee |
title |
Regional Flood Frequency Analysis for a Poorly Gauged Basin Using the Simulated Flood Data and L-Moment Method |
title_short |
Regional Flood Frequency Analysis for a Poorly Gauged Basin Using the Simulated Flood Data and L-Moment Method |
title_full |
Regional Flood Frequency Analysis for a Poorly Gauged Basin Using the Simulated Flood Data and L-Moment Method |
title_fullStr |
Regional Flood Frequency Analysis for a Poorly Gauged Basin Using the Simulated Flood Data and L-Moment Method |
title_full_unstemmed |
Regional Flood Frequency Analysis for a Poorly Gauged Basin Using the Simulated Flood Data and L-Moment Method |
title_sort |
regional flood frequency analysis for a poorly gauged basin using the simulated flood data and l-moment method |
publisher |
MDPI AG |
series |
Water |
issn |
2073-4441 |
publishDate |
2019-08-01 |
description |
The design of hydraulic structures and the assessment of flood control measures require the estimation of flood quantiles. Since observed flood data are rarely available at the specific location, flood estimation in un-gauged or poorly gauged basins is a common problem in engineering hydrology. We investigated the flood estimation method in a poorly gauged basin. The flood estimation method applied the combination of rainfall-runoff model simulation and regional flood frequency analysis (RFFA). The L-moment based index flood method was performed using the annual maximum flood (AMF) data simulated by the rainfall-runoff model. The regional flood frequency distribution with 90% error bounds was derived in the Chungju dam basin of Korea, which has a drainage area of 6648 km<sup>2</sup>. The flood quantile estimates based on the simulated AMF data were consistent with the flood quantile estimates based on the observed AMF data. The widths of error bounds of regional flood frequency distribution increased sharply as the return period increased. The results suggest that the flood estimation approach applied in this study has the potential to estimate flood quantiles when the hourly rainfall measurements during major storms are widely available and the observed flood data are limited. |
topic |
regional flood frequency analysis L-moment index flood poorly gauged basin HEC-HMS |
url |
https://www.mdpi.com/2073-4441/11/8/1717 |
work_keys_str_mv |
AT dohunlee regionalfloodfrequencyanalysisforapoorlygaugedbasinusingthesimulatedflooddataandlmomentmethod AT namwonkim regionalfloodfrequencyanalysisforapoorlygaugedbasinusingthesimulatedflooddataandlmomentmethod |
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