Predictive Modeling of Flood Frequency Utilizing an Analysis of the Casimcea River in Romania

Flooding is a recurrent natural hazard in Romania, causing significant socio-economic impacts. Historical data highlights the severity of floods, particularly the unprecedented flood of 1926. Between 1960 and 2010, Romania experienced over 400 major floods, which significantly impacted its infrastru...

Full description

Saved in:
Bibliographic Details
Main Authors: Carmen Maftei, Constantin Cerneaga, Ashok Vaseashta
Format: Article
Language:English
Published: MDPI AG 2025-06-01
Series:Hydrology
Subjects:
Online Access:https://www.mdpi.com/2306-5338/12/7/172
Tags: Add Tag
No Tags, Be the first to tag this record!
_version_ 1850077555368919040
author Carmen Maftei
Constantin Cerneaga
Ashok Vaseashta
author_facet Carmen Maftei
Constantin Cerneaga
Ashok Vaseashta
author_sort Carmen Maftei
collection DOAJ
description Flooding is a recurrent natural hazard in Romania, causing significant socio-economic impacts. Historical data highlights the severity of floods, particularly the unprecedented flood of 1926. Between 1960 and 2010, Romania experienced over 400 major floods, which significantly impacted its infrastructure and population. Particularly, the floods in 2005 and 2006 affected over 1.5 million people, resulting in 93 deaths and causing damages exceeding EUR 2 billion. In compliance with the Floods Directive, EU member states must assess and map flood hazards and risks. This study aims to develop a frequency analysis to determine discharges as a predictive indicator for different hazard levels: frequent events (10-year return period), medium probability events (100-year return period), and extreme events. The Casimcea catchment in central Dobrogea, drained by the Casimcea River into Lake Tasaul, serves as the study area. The annual maximum discharge data analysis, conducted through frequency analysis and the ELECTRE method, indicates that EV3-Min-Weibull, L-moments, and GEV-Min (L-moments) are the most effective probability density functions (PDFs). To conclude, although a single PDF model cannot be determined for the Casimcea River and its tributaries, it contributes to predictive modeling efforts.
format Article
id doaj-art-d86dfee0cd7d4e4090300529a04e49f0
institution DOAJ
issn 2306-5338
language English
publishDate 2025-06-01
publisher MDPI AG
record_format Article
series Hydrology
spelling doaj-art-d86dfee0cd7d4e4090300529a04e49f02025-08-20T02:45:46ZengMDPI AGHydrology2306-53382025-06-0112717210.3390/hydrology12070172Predictive Modeling of Flood Frequency Utilizing an Analysis of the Casimcea River in RomaniaCarmen Maftei0Constantin Cerneaga1Ashok Vaseashta2Faculty of Civil Engineering, Transilvania University of Brasov, 900152 Brasov, RomaniaInterdisciplinary Doctoral Study, Transilvania University of Brasov, 900152 Brasov, RomaniaOffice of Strategic Research, International Clean Water Institute, Manassas, VA 20108, USAFlooding is a recurrent natural hazard in Romania, causing significant socio-economic impacts. Historical data highlights the severity of floods, particularly the unprecedented flood of 1926. Between 1960 and 2010, Romania experienced over 400 major floods, which significantly impacted its infrastructure and population. Particularly, the floods in 2005 and 2006 affected over 1.5 million people, resulting in 93 deaths and causing damages exceeding EUR 2 billion. In compliance with the Floods Directive, EU member states must assess and map flood hazards and risks. This study aims to develop a frequency analysis to determine discharges as a predictive indicator for different hazard levels: frequent events (10-year return period), medium probability events (100-year return period), and extreme events. The Casimcea catchment in central Dobrogea, drained by the Casimcea River into Lake Tasaul, serves as the study area. The annual maximum discharge data analysis, conducted through frequency analysis and the ELECTRE method, indicates that EV3-Min-Weibull, L-moments, and GEV-Min (L-moments) are the most effective probability density functions (PDFs). To conclude, although a single PDF model cannot be determined for the Casimcea River and its tributaries, it contributes to predictive modeling efforts.https://www.mdpi.com/2306-5338/12/7/172frequency modelfloodCasimcea Riverpredictive modeling
spellingShingle Carmen Maftei
Constantin Cerneaga
Ashok Vaseashta
Predictive Modeling of Flood Frequency Utilizing an Analysis of the Casimcea River in Romania
Hydrology
frequency model
flood
Casimcea River
predictive modeling
title Predictive Modeling of Flood Frequency Utilizing an Analysis of the Casimcea River in Romania
title_full Predictive Modeling of Flood Frequency Utilizing an Analysis of the Casimcea River in Romania
title_fullStr Predictive Modeling of Flood Frequency Utilizing an Analysis of the Casimcea River in Romania
title_full_unstemmed Predictive Modeling of Flood Frequency Utilizing an Analysis of the Casimcea River in Romania
title_short Predictive Modeling of Flood Frequency Utilizing an Analysis of the Casimcea River in Romania
title_sort predictive modeling of flood frequency utilizing an analysis of the casimcea river in romania
topic frequency model
flood
Casimcea River
predictive modeling
url https://www.mdpi.com/2306-5338/12/7/172
work_keys_str_mv AT carmenmaftei predictivemodelingoffloodfrequencyutilizingananalysisofthecasimceariverinromania
AT constantincerneaga predictivemodelingoffloodfrequencyutilizingananalysisofthecasimceariverinromania
AT ashokvaseashta predictivemodelingoffloodfrequencyutilizingananalysisofthecasimceariverinromania