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Warianty tytułu
Języki publikacji
Abstrakty
A check dam is a hydraulic structure, which is constructed in order to limit river sediment transport. A sedimentation reservoir is created upstream from the body of the dam, where river sediment is constantly accumulated. These structures were constructed starting in the early 20th century in upstream parts of mountain streams in the Polish part of the Carpathian Mountains. At present, the reservoirs of most check dams are already fully filled with sediment and the impact of these structures on the ecosystems of streams is unfavorable. Moreover, the dams that have not been renovated are in poor technical condition. In the paper two cases of check dam lowering and restored is discussed and the one hypothetical case of gradual check dam lowering is presented and discussed as well. The cases of Krzczonówka and Trzebuńka, where the method of removing sediment from reservoirs was different, showed that the sudden change of „established” hydrodynamic conditions for decades is not favorable for the stream. The results of hypothetic simulation of gradual check dam lowering for the case of Isepnica Stream leads to the conclusion that lowering the construction of check dam and removing sediment from its reservoir in a way that does not have a drastic impact on the hydrodynamic balance of the stream channel is possible. However, as it was shown in the case of Isepnica Stream, it is very complicated task.
Słowa kluczowe
Czasopismo
Rocznik
Tom
Strony
1071--1085
Opis fizyczny
Bibliogr. 18 poz., rys.
Twórcy
autor
- Cracow University of Technology Institute of Water Engineering and Water Management Warszawska 24 31-155 Kraków Phone: +48 12 628 28 89
Bibliografia
- Artiges, C., Hong, S., Morel-Fatio, A., Vergnon, M. (2006). Évaluation en appui des décisions publiues: retour d’expérience et perspectives dans le cas de quelques barrages en France. MEDD-ENGREF, 77+annexex (in French).
- Bojarski, A., Jeleński, J., Jelonek, M., Litewka, T., Wyżga, B., Zalewski J. (2005). Zasady dobrej praktyki w utrzymaniu rzek i potoków górskich. Ministerstwo Środowiska, Departament Zasobów Wodnych, Warszawa. (in Polish).
- Directive 2000/60/EC: European Framework Directive on Water, (EFD-23 October 2000).
- Doyle, M.W., Stanley, E.H., Harbor, J. M. (2003). Channel adjustments following two dam removals in Wisconsin, Water Resources Research 39: 1011-1026.
- Gleick, P.H., Cooley, H., Cohen, M.J., Marikawa, M., Morrison, J., Palanappn, M. (2009). Dams removed or decommissioned in the United States, 1912 to present, The World’s Water 2008–2009. Pacific Institute for Studies in Development, Environment, and Security, Island Press, Washington, DC.
- Klimek, K. (1987). Man’s impact on fluvial processes in the Polish Western Carpathians, Geogr. Annaler 69 A: 221-226.
- Korpak, J., Krzemień, K., Radecki-Pawlik, A. (2008). Wpływ czynników antropogenicznych na zmiany koryt cieków karpackich. Monografia. Infrastruktura i Ekologia Terenów Wiejskich 4: 1-88. (in Polish).
- Krzemień, K. (1981). Zmienność subsystemu korytowego Czarnego Dunajca Zesz. Nauk. UJ, Prace Geogr. 53: 123-137. (in Polish).
- Lenar-Matyas, A., Korpak, J., Mączałowski, A., Wolański, K. (2015). Zmiany w przekrojach poprzecznych potoku Krzczonówka po przejściu fali powodziowej, Infrastruktura i Ekologia Terenów Wiejskich, PAN Oddział w Krakowie, nr 4:965-977 (in Polish).
- Łapuszek, M., Paquier, A. (2007). Practical Application of 1-D Sediment Transport Model, Archives of Hydro-Engineering and Environmental Mechanics 54(4): 183-198.
- Malavoi, J-R., Richard, N., Juge, P. (2005). Suivi des impacts de l’arasement du barrage de maisons-rouges, Étiude morpho-sédimentologique, études floristique et faunistique, suivi photographique et paysager, AELB, DIREN Centre: 209.
- Moriasi, D.N., Arnold, J.G., Van Liew, M.W., Bingner, R.L., Harmel, R.D., Veith, T.L. (2007). Model evaluation guidelines for systematic quantification of accurancy in watershed symulations, American Society of Agricultural and Biological Engineers 50(3): 885-900.
- Paquier, A. (2003). What are the problems to be solved by a 1 - D river sediment transport model? Example of RubarBE software. Selected Problems of Water Engineering, Politechnika Krakowska-Cemagref-results of cooperation, 9-11 october 2003, seminary, Cemagref Editions 2004, BP 44, 92163 Antony, France: 75-85.
- Ratomski, J. (1991). Sedymentacja rumowiska w zbiornikach przeciwrumowiskowych na obszarze Karpat fliszowych. Monografia Politechnika Krakowska, 123: 1-131. (in Polish).
- Shuman, J. R. (1995). Environmental considerations for assessing dam removal alternatives for river Restoration, Regulated Rivers: Research and Management 11: 249-261.
- Stanley, E.H., Luebke, M.A., Doyle, M.W., Marshall, D.W. (2002). Short-term changes in channel form and macroinvertebrate communities following low-head dam removal, Journal of the North American Benthological Society 21: 172-187.
- Węglarczyk S. (2010). Statystyka w inżynierii środowiska, Politechnika Krakowska, Kraków: 245.
- http://tarliskagornejraby.pl/ - date of accessed: December 2017
Uwagi
Opracowanie rekordu w ramach umowy 509/P-DUN/2018 ze środków MNiSW przeznaczonych na działalność upowszechniającą naukę (2019).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-dbe5beee-a86c-47f3-b13a-f20d74b3adc8