Verification of the peak flow rates of the July 1997 flood in the upper and middle Odra river

Aim of the study This paper presents a verification of peak discharges (maximum flow) of the great flood that took place in July 1997 on the Odra (Oder) river, for the section between Racibórz and Słubice. Material and methods The carried out analysis included a review of hydrological and morphol...

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Main Author: Robert Banasiak
Format: Article
Language:English
Published: Publishing House of the University of Agriculture in Krakow 2019-03-01
Series:Acta Scientiarum Polonorum. Formatio Circumiectus
Subjects:
Online Access:http://acta.urk.edu.pl/WERYFIKACJA-PRZEPLYWOW-MAKSYMALNYCH-POWODZI-W-LIPCU-1997-R-NA-GORNEJ-I-SRODKOWEJ,99719,0,2.html
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spelling doaj-1cf4ec9eaf3a495580000340a79061e72020-11-24T21:34:30ZengPublishing House of the University of Agriculture in KrakowActa Scientiarum Polonorum. Formatio Circumiectus1644-07652019-03-01181314http://dx.doi.org/10.15576/ASP.FC/2019.18.1.3Verification of the peak flow rates of the July 1997 flood in the upper and middle Odra river Robert Banasiak0Institute of Meteorology and Water Management, National Research Institute, ul. Parkowa 30, 051-616 WrocławAim of the study This paper presents a verification of peak discharges (maximum flow) of the great flood that took place in July 1997 on the Odra (Oder) river, for the section between Racibórz and Słubice. Material and methods The carried out analysis included a review of hydrological and morphological data, GIS analysis, extensive hydrodynamic two-dimensional modelling, and determination of rating curves for gauging stations. Results and conclusions It has been found that previously published peak discharges for the 1997 flood need to be altered to a significant extent. For instance, the maximum discharge in Wrocław is estimated to have reached ca. 3900 m3 ∙ s–1 versus 3640 m3 ∙ s–1 as previously believed, while for the upstream Nysa Kłodzka station, the maximum discharge estimate had to be raised from 3530 m3 ∙ s–1 to 4300 m3 ∙ s–1. On the other hand, for the section below Ścinawa station, the peak discharges were significantly overestimated, even by 1000 m3 ∙ s–1, which is up to 50% of the actual flow. The determined values are hydrologically and hydraulically consistent, i.e. following the law of flow continuity, considering tributary supplies, flood bank breaches, and retention capacity of the river valley. http://acta.urk.edu.pl/WERYFIKACJA-PRZEPLYWOW-MAKSYMALNYCH-POWODZI-W-LIPCU-1997-R-NA-GORNEJ-I-SRODKOWEJ,99719,0,2.htmlthe Odra riverthe July 1997 floodpeak dischargerating curve2-D hydrodynamic modelling
collection DOAJ
language English
format Article
sources DOAJ
author Robert Banasiak
spellingShingle Robert Banasiak
Verification of the peak flow rates of the July 1997 flood in the upper and middle Odra river
Acta Scientiarum Polonorum. Formatio Circumiectus
the Odra river
the July 1997 flood
peak discharge
rating curve
2-D hydrodynamic modelling
author_facet Robert Banasiak
author_sort Robert Banasiak
title Verification of the peak flow rates of the July 1997 flood in the upper and middle Odra river
title_short Verification of the peak flow rates of the July 1997 flood in the upper and middle Odra river
title_full Verification of the peak flow rates of the July 1997 flood in the upper and middle Odra river
title_fullStr Verification of the peak flow rates of the July 1997 flood in the upper and middle Odra river
title_full_unstemmed Verification of the peak flow rates of the July 1997 flood in the upper and middle Odra river
title_sort verification of the peak flow rates of the july 1997 flood in the upper and middle odra river
publisher Publishing House of the University of Agriculture in Krakow
series Acta Scientiarum Polonorum. Formatio Circumiectus
issn 1644-0765
publishDate 2019-03-01
description Aim of the study This paper presents a verification of peak discharges (maximum flow) of the great flood that took place in July 1997 on the Odra (Oder) river, for the section between Racibórz and Słubice. Material and methods The carried out analysis included a review of hydrological and morphological data, GIS analysis, extensive hydrodynamic two-dimensional modelling, and determination of rating curves for gauging stations. Results and conclusions It has been found that previously published peak discharges for the 1997 flood need to be altered to a significant extent. For instance, the maximum discharge in Wrocław is estimated to have reached ca. 3900 m3 ∙ s–1 versus 3640 m3 ∙ s–1 as previously believed, while for the upstream Nysa Kłodzka station, the maximum discharge estimate had to be raised from 3530 m3 ∙ s–1 to 4300 m3 ∙ s–1. On the other hand, for the section below Ścinawa station, the peak discharges were significantly overestimated, even by 1000 m3 ∙ s–1, which is up to 50% of the actual flow. The determined values are hydrologically and hydraulically consistent, i.e. following the law of flow continuity, considering tributary supplies, flood bank breaches, and retention capacity of the river valley.
topic the Odra river
the July 1997 flood
peak discharge
rating curve
2-D hydrodynamic modelling
url http://acta.urk.edu.pl/WERYFIKACJA-PRZEPLYWOW-MAKSYMALNYCH-POWODZI-W-LIPCU-1997-R-NA-GORNEJ-I-SRODKOWEJ,99719,0,2.html
work_keys_str_mv AT robertbanasiak verificationofthepeakflowratesofthejuly1997floodintheupperandmiddleodrariver
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