PL EN


Preferencje help
Widoczny [Schowaj] Abstrakt
Liczba wyników
Tytuł artykułu

Modelling bathymetry changes within a waterway versus a laboratory experiment

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
A three-layer theoretical model for transport of graded sediments was used in our analysis of the silting-up of waterways tested under laboratory conditions. The experiment was conducted in a laboratory basin, in which waves and a current were generated. The current interacted with the waves propagating perpendicularly to the direction in which it was flowing. It was assumed in the calculations that the sediment was entrained from the bed and suspended due to the impact of waves on the bed, after which it was transported by the current along the cross-shore profile of the navigation channel. Thus, it was assumed that the bathymetry changes occur only as a result of changes in the suspended load transport rate. The bed topographic modifications modelling results are in good agreement to the laboratory experimental results, including the rate of silting up the waterway and the bed reconfiguration. The key factor in the calculations concerning the waterway bed reconfiguration proved to be the inclusion of the effect of sediment size sorting on predicting the rate and character of bathymetry changes.
Rocznik
Tom
Strony
41--62
Opis fizyczny
Bibliogr. 17 poz., rys., tab., wykr.
Twórcy
  • Department of Mechanics and Civil Engineering Constructions, University of Warmia and Mazury in Olsztyn
  • Department of Geotechnics, University of Technology in Koszalin
autor
  • Institute of Hydroengineering, Polish Academy of Sciences in Gdańsk
Bibliografia
  • BIEGOWSKI J. 2006. Graded seabed sediment dynamics: theory and experiment. PhD thesis, IBW PAN Gdańsk.
  • BOSMAN J.J. 1982. Concentration measurements under oscillating water motion. Report on model investigation (M1965-II), Delft Hydraulics Laboratory.
  • BOSMAN J.J. 1985. Concentration measurements in model and prototype. Concept Delft Hydraulics Laboratory.
  • CHATELUS Y., KATOPODI I., DOHMEN-JANSSEN M., RIBBERINK J.S., SAMOTRAKIS P., CLOIN B.,SAVIOLI J.C., BOSBOOM J., O’CONNOR B.A., HEIN R., HAMM L. 1998. Size Gradation Effects in Sediment Transport. Proc. 26th ICCE, ASCE, Reston VA, p. 2435–2448.
  • HAVINGA F.J. 1992. Sediment concentrations and sediment transport in case of irregular non-breaking waves with a current. Delft Hydraulics Report H840.
  • KACZMAREK L.M. 1999. Moveable Sea Bed Boundary Layer and Mechanics of Sediment Transport. IBW PAN, Gdańsk.
  • KACZMAREK L.M., OSTROWSKI R. 2002. Modelling intensive near-bed sand transport under wave-current flow versus laboratory and field data. Coastal Engineering, 45(1): 1–18.
  • KACZMAREK L.M., BIEGOWSKI J., OSTROWSKI R. 2004. Modelling cross-shore intensive sand transport and changes of grain size distribution versus field data. Coastal Engineering, 51: 501–529.
  • KACZMAREK L.M., SAWCZYŃSKI SZ., BIEGOWSKI J. 2011. Bathymetry changes and sand sorting during silting up of the channels. Part 1. Conservation of sediment mass. Technical Sciences, 14(2): 153–170.
  • RIBBERINK J.S., AL-SALEM A. 1994. Sediment transport in oscillatory boundary layers in cases of rippled beds and sheet flow. Journal Geoph. Res., 99(C6): 12707–12727.
  • RIJN L.C. VAN 1985. Flume experiments of sedimentation in channels by currents and waves. Report S 347-II, Delft Hydraulics laboratory, Deflt, Netherlands.
  • SA´ NCHEZ A., WU W. 2011. A Non-Equilibrium Sediment Transport Model for Coastal Inlets and Navigation Channels. Journal of Coastal Research, 59: 39–48.
  • SANDPIT, Sand Transport and Morphology of Offshore Mining Pits. 2005. Eds. L.C. van Rijn, R.L. Soulsby, P. Hoekstra, A.G. Davies. Aqua Publications, The Netherlands, p. 716.
  • SAWCZYŃSKI SZ., KACZMAREK L.M., BIEGOWSKI J. 2011. Bathymetry changes and sand sorting during silting up of the channels. Part 2. Modelling versus laboratory data. Technical Sciences, 14(2): 171–192.
  • SISTERMANS P.G.J. 2001. Multi-fraction net sediment transports by irregular waves and a current. Proc. Coastal Dynamics ’01, ASCE, Reston VA, p. 918–927.
  • WALSTRA D.J.R., VAN RIJN L.C., HOOGEWONING S.E., AARNINKHOF S.G.J. 1999. Modelling of sedimentation of dredged trenches and channels under the combined action of tidal currents and waves. Coastal Sediment, 1999.
  • WALSTRA D.J.R., CHESHER T., DAVIES A.G., RIBBERINK J., SERGENT P., SILVA P., VITTORI G., WALTHER R., VAN RIJN L.C. 2005. Intercomparison of the state of the morphological Models [in:] SANDPIT Sand Transport and Morphology of Offshore Mining Pits. Eds. L.C. van Rijn, R.L. Soulsby, P. Hoekstra, A.G. Davies. Aqua Publications, The Netherlands.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-906886df-c2d6-469c-91cc-c8ef4828ae4e
JavaScript jest wyłączony w Twojej przeglądarce internetowej. Włącz go, a następnie odśwież stronę, aby móc w pełni z niej korzystać.