Modeling of ice phenomena in the mouth of the Vistula River

• Autorzy: Kolerski T.

Identyfikatory

DOI

10.2478/s11600-014-0213-x

• Języki publikacji: EN

Abstrakty

EN

The mouth of the Vistula River, which is a river outlet located in tideless area, is analyzed. The Vistula River mouth is a man-made, artificial channel which was built in the 19th century in order to prevent the formation of ice jams in the natural river delta. Since the artificial river outlet was constructed, no severe ice-related flood risk situations have ever occurred. However, periodic ice-related phenomena still have an impact on the river operation. In the paper, ice processes in the natural river delta are presented first to refer to the historical jams observed in the Vistula delta. Next, the calibrated mathematical model was applied to perform a series of simulations in the Vistula River mouth for winter storm condition to determine the effects of ice on the water level in the Vistula River and ice jam potential of the river outlet.

Słowa kluczowe

EN

river ice jam; ice dynamics; estuary; SPH; Vistula river

PL

dynamika lodu; rzeka; SPH; Vistula River

• Wydawca: Instytut Geofizyki PAN ; Springer
• Czasopismo: Acta Geophysica
• Rocznik: 2014
• Tom: Vol. 62, no. 4
• Strony: 893--914
• Opis fizyczny: Bibliogr. 29 poz.

Twórcy

autor

Kolerski T.

• Faculty of Civil and Environmental Engineering, Gdańsk University of Technology, Gdańsk, Poland

Bibliografia

• 1.Carr, M.L., and A.M. Tuthill (2012), Modeling of scour-inducing ice effects at Melvin Price Lock and Dam, J. Hydraul. Eng. 138, 1, 85-92, DOI: 10.1061/(ASCE)HY.1943-7900.0000483.
• 2.Cyberski, J., M. Grześ, M. Gutry-Korycka, E. Nachlik, and Z.W. Kundzewicz (2006), History of floods on the River Vistula, Hydrol. Sci. J. 51, 5, 799-817, DOI: 10.1623/hysj.51.5.799.
• 3.De Padova, D., M. Mossa, S. Sibilla, and E. Torti (2013), 3D SPH modelling of hydraulic jump in a very large channel, J. Hydraul. Res. 51, 2, 158-173, DOI:10.1080/00221686.2012.736883.
• 4.Derecki, J.A., and F.H. Quinn (1986), Record St. Clair River ice jam of 1984, J. Hydraul. Eng. 112, 12, 1182-1193, DOI: 10.1061/(ASCE)0733-9429(1986) 112:12(1182).
• 5.Dziaduszko, Z., and J. Malicki (1994), Ice jam formation in Vistula River Outlet in February 1994, Institute of Meteorology Bulletin, IMGW, Gdynia (in Polish).
• 6.Gąsiorowski, D., J. Kapinski, T. Kolerski, R. Ostrowski, M. Robakiewicz, M. Skaja, and M. Szmytkiewicz (2004), Modernisation of the Vistula River Outlet optimisation of the jetties by modelling approach, Coastal Eng. 29, 3, 1-4, 3303-3315.
• 7.Gingold, R.A., and J.J. Monaghan (1977), Smoothed particle hydrodynamics: Theory and application to non-spherical stars, Mon. Not. Roy. Astr. Soc. 181, 375-389.
• 8.Grześ, M. (1991), Ice iams and floods on the lower Vistula River, mechanism and processess, Institute of Geography and Spatial Organization, Polish Academy of Sciences, Warszawa.
• 9.Ji, S., H.T. Shen, Z. Wang, H. Shen, and Q. Yue (2004), Ice dynamics model with a viscoselastic-plastic constitutive law. In: Proc. 17th Int. Ice Symposium, St. Petersburg, Russia, 274-281.
• 10.Kolerski, T. (2011), Numerical modeling of ice jam formation in the Włocławek Reservoir, Task Q. 15, 3-4, 283-295.
• 11.Kolerski, T., and H.T. Shen (2010), St. Clair River ice jam dynamics and possible effect on bed changes. In: Proc. 20th IAHR Int. Symposium on Ice, 14-18 June 2010, Lahti, Finland.
• 12.Kolerski, T., H.T. Shen, and S. Kioka (2013), A numerical model study on ice boom in a coastal lake, J. Coastal Res. 29, 6a, 177-186, DOI: 10.2112/JCOASTRES-D-12-00236.1.
• 13.Kossak, J.M. (1840), Hydrographic map of the Gdańsk area (Hydrographische Karte von der ortlishen Lage des Weichselstormes nebst Environs bei Danzig), State Archives in Gdańsk, Poland (in German).
• 14.Liu, L., and H.T. Shen (2003), A two-dimensional characteristic upwind finite element method for transitional open channel flow, Rep. 03-04, Department of Civil and Environ. Eng., Clarkson University, Potsdam, USA.
• 15.Lu, S., H.T. Shen, and R.D. Crissman (1999), Numerical study of ice dynamics in upper Niagara River, J. Cold Reg. Eng. 13, 2, 78-102, DOI: 10.1061/(ASCE)0887-381X(1999)13:2(78).
• 16.Lucy, L.B. (1977), A numerical approach to the testing of the fission hypothesis, Astron. J. 82, 1013-1024, DOI: 10.1086/112164.
• 17.Łomniewski, K. (1960), Vistula estuary, J. Polish Geol. Soc. 29, 4, 391-418 (in Polish).
• 18.Majewski, W. (2007), Flow in open channels under the influence of ice cover, Acta Geophys. 55, 1, 11-22, DOI: 10.2478/s11600-006-0041-8.
• 19.Majewski, W., E. Jasińska, J. Kapiński, R. Ostrowski, M. Robakiewicz, M. Szmytkiewicz, A. Walter, D. Gąsiorowski, T. Kolerski, M. Skaja, A. Dzięgielewski, T. Perfumowicz, D. Piotrowska, W. Massalski, and K. Mioduszewski (2003), The study on improving Vistula mouth conveyance, Institute of Hydroengineering, Gdańsk, Poland (in Polish).
• 20.Monaghan, J.J. (1982), Why particle methods work, SIAM J. Sci. Stat. Comp. 3, 4, 422-433, DOI: 10.1137/0903027.
• 21.Pruszak, Z., P. Van Ninh, M. Szmytkiewicz, N.M. Hung, and R. Ostrowski (2005), Hydrology and morphology of two river mouth regions (temperate Vistula Delta and subtropical Red River Delta), Oceanologia 47, 3, 365-385.
• 22.Shen, H.T. (2010), Mathematical modeling of river ice processes, Cold Reg. Sci. Technol. 62, 1, 3-13, DOI: 10.1016/j.coldregions.2010.02.007.
• 23.Shen, H.T., J. Su, and L. Liu (2000), SPH simulation of river ice dynamics, J. Comput. Phys. 165, 2, 752-770, DOI: 10.1006/jcph.2000.6639.
• 24.Shen, H.T., L. Gao, T. Kolerski, and L. Liu (2008), Dynamics of ice jam formation and release, J. Coastal Res. S52, 25-32, DOI: 10.2112/1551-5036-52.sp1.25.
• 25.Staroszczyk, R. (2010), Simulation of dam-break flow by a corrected smoothed particle hydrodynamics method, Arch. Hydro-Eng. Environ. Mech. 57, 1, 61-79.
• 26.Takeda, H., S.M. Miyama, and M. Sekiya (1994), Numerical simulation of viscous flow by smoothed particle hydrodynamics, Prog. Theor. Phys. 92, 5, 939-960, DOI: 10.1143/ptp/92.5.939.
• 27.USACE, (1984), April 1984 ice jam report; St Clair River, Dept. of the Army, Corps of Engrs., Detroit District, Great Lake Hydraul. and Hydrol. Branch, Detroit, USA.
• 28.Wang, Z., and H.T. Shen (1999), Lagrangian simulation of one-dimensional dambreak flow, J. Hydraul. Eng. 125, 11, 1217-1220, DOI: 10.1061/(ASCE) 0733-9429(1999)125:11(1217).
• 29.White, K.D. (1999), Hydraulic and physical properties affecting ice jams, Rep. 99-11, Cold Regions Research and Engineering Laboratory, Hanover, USA.