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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Publishing House of the University of Agriculture in Krakow
2019-03-01
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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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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.
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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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1725949087426019328 |