2023
DOI: 10.1007/s41101-023-00197-w
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Assessment of River Bank Overtopping the Problem Using HEC-RAS (in the case of Sedie River, Abbay Basin, Ethiopia)

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Cited by 3 publications
(2 citation statements)
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“…Relying only on structural changes is ineffective in managing reoccurring flood hazards [8]. In order to protect both people's lives and crucial infrastructure the incorporation of flood hazard mapping becomes essential as a non-structural measure [9,10]. Initially the flood frequency analysis was conducted to estimate extreme flows for different return periods (2,5,10,25,50, and 100 years), employing the Log Normal (LN), Log Pearson III (LP3) and Generalized Extreme Value (GEV) distribution.…”
Section: Introductionmentioning
confidence: 99%
See 1 more Smart Citation
“…Relying only on structural changes is ineffective in managing reoccurring flood hazards [8]. In order to protect both people's lives and crucial infrastructure the incorporation of flood hazard mapping becomes essential as a non-structural measure [9,10]. Initially the flood frequency analysis was conducted to estimate extreme flows for different return periods (2,5,10,25,50, and 100 years), employing the Log Normal (LN), Log Pearson III (LP3) and Generalized Extreme Value (GEV) distribution.…”
Section: Introductionmentioning
confidence: 99%
“…In order to protect both people's lives and crucial infrastructure the incorporation of flood hazard mapping becomes essential as a non-structural measure [9,10]. Initially the flood frequency analysis was conducted to estimate extreme flows for different return periods (2,5,10,25,50, and 100 years), employing the Log Normal (LN), Log Pearson III (LP3) and Generalized Extreme Value (GEV) distribution. The Easy Fit (5.6) software was used to determine the optimal flood distribution model for calculating peak discharges over different annual recurrence intervals (ARI).…”
Section: Introductionmentioning
confidence: 99%