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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Main Authors: Do-Hun Lee, Nam Won Kim
Format: Article
Language:English
Published: MDPI AG 2019-08-01
Series:Water
Subjects:
Online Access:https://www.mdpi.com/2073-4441/11/8/1717
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spelling 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
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