Analysis of flow conditions on the lower part of the Cybina River for flood waves
Summary.
Analysis of flow transformation in the lower part of the Cybina River (from the Swarzędz reservoir km 9+061 to the Malta reservoir km 3+068) has been presented in the paper. Calculating of water table distribution for flood waves and analysis of capacity of weirs located on the Cybina River were also described. Discharges of probability of 1% and 10% increased by additional inflow of rainfall from Volkswagen factory have been taken into consideration. All weirs and bridges located on the lower part of the Cybina River were considered in numerical model created with aid of RUBIKON software. The model allowed to carry out several analyses of flow transformation for flood waves.
Key words: floodplain valleys, 1D steady state flow in open channels, weirs, bridges
Full text available in Polish in Adobe Acrobat format:https://www.npt.up-poznan.net/pub/art_3_92.pdf
For citation:
| MLA | Laks, Ireneusz, and Tomasz Kałuża. "Analiza warunków przepływu wód wielkich na dolnym odcinku rzeki Cybiny." Nauka Przyr. Technol. 3.3 (2009): #92. |
| APA | Ireneusz Laks, Tomasz Kałuża (2009). Analiza warunków przepływu wód wielkich na dolnym odcinku rzeki Cybiny. Nauka Przyr. Technol. 3 (3), #92 |
| ISO 690 | LAKS, Ireneusz, KAłUżA, Tomasz. Analiza warunków przepływu wód wielkich na dolnym odcinku rzeki Cybiny. Nauka Przyr. Technol., 2009, 3.3: #92. |
Corresponding address:
Ireneusz Laks
Katedra Mechaniki Budowli i Budownictwa Rolniczego
Uniwersytet Przyrodniczy w Poznaniu
ul. Piątkowska 94 E
60-649 Poznań
Poland
e-mail: ilaks@up.poznan.pl
Ireneusz Laks
Katedra Mechaniki Budowli i Budownictwa Rolniczego
Uniwersytet Przyrodniczy w Poznaniu
ul. Piątkowska 94 E
60-649 Poznań
Poland
e-mail: ilaks@up.poznan.pl
Accepted for print: 10.07.2009