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The Lower Vistula and Its Ice Problems

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EN
Abstrakty
EN
In many countries of the northern hemisphere during winter period ice forms appear on various water bodies, which results in significant changes of physical, chemical and ecological conditions. These changes are different in rivers, channels, lakes or once-through reservoirs. On the terrain of Poland ice always caused considerable problems affecting intensive inland navigation and other river use. These problems appeared especially on the Vistula River, which in 17th and 18th century was one of the most navigable rivers in Europe. The Vistula is the largest Polish river, which flows from the south in the Carpathian Mountains to the Baltic Sea in the north. It is the second largest river, after Neva, of the Baltic Sea catchment. The length of the Vistula is 1047 km and its catchment amounts to 194 thousand km2. The predominant part of the Vistula river basin (87%) is now on Polish territory and the remaining (13%) catchment is in Belarus, Ukraine and Slovakia. The course of the Vistula can be divided into three distinctly different sections: upper, middle and lower. These river sections have appropriate catchments with their tributaries. There are hydraulic structures on the main river course and on its tributaries which serve navigation, hydroenergy, flood protection, water supply and recreation. All over the Vistula catchment there are frequent floods during spring and summer time resulting from excessive precipitation but in winter caused by ice phenomena. Numerous flow problems appear especially along the lower Vistula course because of ice phenomena and they result very often in severe flood problems. The Vistula has a very variable time and spatial discharge, because of existing climate conditions over its catchment. The aim of the paper is to present hydraulic and hydrologic characteristics of the Lower Vistula river with special emphasis on the management of this river section for navigation, hydroenergy, flood protection and water supply in view of ice phenomena appearing there. Information concerning changes of water characteristics due to various water temperatures are presented as well as on the formation of various forms of ice in flowing water. Numerous ice studies were carried out in Poland and especially on the Lower Vistula section as it was very ice prone and where many ice jams and ice-jam floods occurred. A special hydraulic situation existed at the mouth of the Vistula, which caused important floods in the 18th century and resulted in the construction of a special direct channel to the sea (Przekop Wisły) solving flood problems in this area. Information is presented on changes in open channel flow due to the appearance of ice cover and other ice forms. The paper includes ample information on the run, consequences and studies connected with a very important ice-jam-flood on the upper part of Włocławek reservoir in 1982.
Rocznik
Strony
41--83
Opis fizyczny
Bibliogr. 36 poz., rys., tab.
Twórcy
  • Institute of Hydroengineering, Polish Academy of Science, 7 Kościerska str. 80-328 Gdańsk
Bibliografia
  • Ashton G. D. (1986) River and Lake Ice Engineering, Water Resources Publications, USA.
  • Biegała L. (1983) The Role of Barrage Włocławek in Ice-jam Flood in January 1982, Water Management No. 5.
  • Calkins D. J. et al (1980) Analysis of Velocity Profiles Under Ice in Shallow Streams, Proceedings of workshop on hydraulic resistance of river ice, Center of Inland Waters, Burlington, Canada.
  • Chow V. T. (1959) Open channels hydraulics, Mc Graw-Hill Book Company, N.York, Toronto, London.
  • Dobrowolski A. B. (1923) Natural History of Ice, Warsaw (in Polish).
  • Gerard R. (1980) Flow in Ice Covered Channels: Some Fundamentals, Proceedings of workshop on hydraulic resistance of river ice, Canada Center for Inland Waters Ice Engineering, Engineering and Design (1982), US Corps of Engineers, Washington.
  • Gołek J. (1957) Ice Phenomena on Polish Rivers, PIHM, Warsaw (in Polish).
  • Griszanin K.W. (1969) Dynamics of River Flow, Hydrometeorological Publication, Leningrad (in Russian).
  • Grzes M. (1991) Ice Jams and Ice-Jam Floods on the Lover Vistula, Mechanisms and Conditions, Institute of Geography and Spatial Management PAS, Warsaw (in Polish).
  • Hammar L., Shen H. T., Evers K. U., Kolerski T., Yuan Y., Sobczak Ł. (2002) A Laboratory Study on Freezeup Ice Runs in River Channels, 16th International Symposium on Ice IAHR, Dunedin.
  • Henderson F. M. (1966) Open Channel Flow, Macmillan New York, London.
  • Kaczmarek Z. (1982) Report of National Commission for the Investigation of Causes and Consequences of the Flood in January 1982 on the Vistula and other Rivers, Warsaw (in Polish).
  • Kolerski T. (2004) Unsteady Flow with Ice Cover in Open Channels and Run-of- River Reservoirs, Doctors Thesis, Institute of Hydroengineering PAS in Gdansk (in Polish).
  • Kolerski T. (2016) Mathematical Modelling of Ice phenomena on Inland Waterways, Publication of Gdansk University of Technology (in Polish).
  • Lambor J. (1948) Genesis of Frazil Ice, PIHM Warsaw (in Polish).
  • Lambor J. (1959) Ice Phenomena on Polish Waterways, Warsaw (in Polish).
  • Lambor J. (1971) Hydrology, ARKADY, Warsaw (in Polish).
  • Larsen P. (1969) Head losses Caused by Ice Cover on Open Channels, Journal of the Boston Society of Civil Engineers, January. Lower Vistula Cascade, 1993, PROEKO, Warsaw.
  • Majewski W. (1985) Thermal Regime of Rivers and Reservoirs in Winter Conditions, Guidebook of Hydroengineerig Designer, 4–5/1985 (in Polish).
  • Majewski W. (Editor) et al (1985) Ice-Jam Flood on the Vistula in the region of Włocławek Reservoir in 1982, Geological Publication, Warsaw (in Polish).
  • Majewski W. (1986) Ice problems at Hydropower Installations and Hydraulic Structures, Proceedings IAHR Ice Symposium, Iowa City, USA.
  • Majewski W. (1987) Influence of Ice Cover on the Hydraulic Characteristics of Run-off-River Reservoirs on Lowland Rivers, Case Study of Włocławek Reservoir, Institute of Hydroengineering PAS in Gdansk (in Polish).
  • Majewski W. (2003) Determination of roughness coefficient of the underside of ice cover, Archives of Hydro-engineering and Environmental Mechanics, 50 (3), 219–228.
  • Majewski W. (2007) Flow in Open Channels Under the Influence of Ice Cover, Acta Geophysica, 55 (1).
  • Majewski W. (2009) Open Channel Flow under the Influence of Ice Phenomena, IMGW Warsaw (in Polish).
  • Majewski W. (2015) Direct Channel of the Vistula and its Consequence for Flood Protection of Zuławy, Scientific-Technical Conference, Gdansk (in Polish).
  • Ozga-Zielińska M., Brzeziński Z. (1994) Applied Hydrology, PWN, (in Polish).
  • Paily P. P. et al (1974) Winter Regime and Thermal Response of Heated Streams, Journal of Hydraulics Division, April.
  • Pasławski Z. (1970) Influence of Ice Phenomena on River Flow, PIHM, Warsaw (in Polish), Vol. 99, Warszawa.
  • Polak K. (1987) Frazil Ice Boom on the Vistula in km. 629,9, Guidebook of the Hydroengineering Designer No 3.
  • Shen H. T. (1991) River Ice Processes and Hydraulics, Clarkson University, Potstam, USA.
  • Spyros B. (Editor) (2013) River Ice Formation, Committee on River Ice Processes and the Environment Canada, Edmonton.
  • Tatinclaux J. C., Gogus M. (1983) Asymmetric Plane Flow with Application to Ice Jams, Journal of Hydraulic Engineering ASCE, 109 (11).
  • Tsang G. (1982) Frazil and Anchor Ice, A Monograph,NRC Subcommittee on Hydraulics of Ice Covered Rivers, Ottawa, Canada.
  • Uzuner M. S. (1975) The Composite Roughness of Ice Covered Streams, Journal of Hydraulic Research, 13 (1).
  • Wrycza T. (1998) Icebreaking, Publication Monolit, Gdynia (in Polish).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-a1272033-0b19-4560-a881-89b1b183f879
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