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Tytuł artykułu

Flow Characteristics over a Gravel Bedform: Kaj River Case Study

Wybrane pełne teksty z tego czasopisma
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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The present study deals with the turbulence structure in order to better understand the interaction of bedform and flow characteristics in a gravel-bed river. Data measured above a bedform is used to analyze the importance of coherent structures in turbulent transfer. The Reynolds stress and turbulence intensity in stream-wise direction illustrate significant difference along the bedform, showing a three-layer distribution at the crest and a convex one at the downstream of bedform. Quadrant analysis technique is used to picture momentum exchange above the considered bedform and to find the dominant event in bursting process of the gravel bedform. Quadrant analysis demonstrates that the mechanisms of bedforms generation in sand and gravel-bed rivers are similar and sweep is the dominant event in both rivers.
Czasopismo
Rocznik
Strony
1779--1796
Opis fizyczny
Bibliogr. 36 poz.
Twórcy
  • Shahid Bahonar University of Kerman, Department of Water Engineering, Kerman, Iran
  • Isfahan University of Technology, Department of Water Engineering, Isfahan, Iran
  • Institute of Geophysics, Polish Academy of Sciences, Warszawa, Poland
Bibliografia
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  • Afzalimehr, H., and C.D. Rennie (2009), Determination of bed shear stress using boundary layer parameters in a gravel-bed river, J. Hydrol. Sci. 54, 1, 147- 159, DOI: 10.1623/hysj.54.1.147.
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  • Bialik, R., M. Karpinski, A. Rajwa, B. Luks, and P.M. Rowinski (2014), Bedform characteristics in natural and regulated channels: a comparative field study on the Wilga River, Poland, Acta Geophys. 62, 6, 1413-1434, DOI: 10.2478/s11600-014-0239-0.
  • Carling, P.A., and A.B. Shvidchenko (2002), A consideration of the dune:antidune transition in fine gravel, Sedimentology 49, 6, 1269-1282, DOI: 10.1046/ j.1365-3091.2002.00496.x.
  • Cellino, M., and U. Lemmin (2004), Influence of coherent flow structures on the dynamics of suspended sediment transport in open-channel flow, J. Hydraul. Eng. ASCE 130, 11, 1077-1088, DOI: 10.1061/(ASCE)0733-9429 (2004)130:11(1077).
  • Church, M. (2006), Bed material transport and the morphology of alluvial river channels, Ann. Rev. Earth Planet. Sci. 34, 325-354, DOI: 10.1146/annurev. earth.33.092203.122721.
  • Church, M. (2015), Channel stability: morphodynamics and the morphology of rivers. In: P.M. Rowiński and A. Radecki-Pawlik (eds.), Rivers-Physical, Fluvial and Environmental Processes, Springer, Switzerland, 281-321, DOI: 10.1007/978-3-319-17719-9 2.
  • Dey, S. (2014), Fluvial Hydrodynamics: Hydrodynamic and Sediment Transport Phenomena, Springer, Berlin Heidelberg, DOI: 10.1007/978-3-642-19062-9.
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  • Fazlollahi, A., H. Afzalimehr, and J. Sui (2015), Effect of slope angle of an artificial pool on distributions of turbulence, Int. J. Sed. Res. 30, 2, 93-99.
  • Ferraro, D., and S. Dey (2015), Principles of mechanics of bedforms. In: P.M. Rowiński, and A. Radecki-Pawlik (eds.), Rivers-Physical, Fluvial and Environmental Processes, Springer, Switzerland, 79-98, DOI: 10.1007/978-3- 319-17719-92.
  • Franca, M.J., and M. Brocchini (2015), Turbulence in rivers. In: P.M. Rowiński and A. Radecki-Pawlik (eds.), Rivers-Physical, Fluvial and Environmental Processes, Springer, Switzerland, 51-78, DOI: 10.1007/978-3-319-17719-9 2.
  • Goring, D., and V.I. Nikora (2002), Despiking acoustic doppler velocimeter data, J. Hydraul. Eng. ASCE 128, 1, 117-126, DOI: 10.1061/(ASCE)0733- 9429(2002)128:1(117).
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  • MacMahan, J., A. Reniers, W. Ashley, and E. Thornton (2012), Frequency wavenumber velocity spectra, Taylor’s hypothesis and length scales in a natural gravel bed river, Water. Resour. Res. 48, W09548, DOI: 10.1029/ 2011WR011709.
  • McLean, S.R., and J.D. Smith (1986), A model for flow over two dimensional bedforms, J. Hydraul. Eng. ASCE 112, 4, 300-317, DOI: http://dx.doi.org/ 10.1061/(ASCE)0733-9429(1986)112:4(300).
  • Mrokowska, M., P.M. Rowiński, and M.B. Kalinowska (2015), A methodological approach of estimating of resistance to flow under unsteady flow condi tions, Hydrol. Earth Syst. Sci. 19, 4041-4053, DOI: 10.5194/hess-19-4041- 2015.
  • Nasiri, E., H. Afzalimehr, and V.P. Singh (2011), Effect of bed forms and vegetated banks on velocity distributions and turbulent flow structure, J. Hydrol. Eng. ASCE 16, 6, 495-507, DOI: 10.1061/(ASCE)HE.1943-5584.0000337.
  • Nasiri, E., H. Afzalimehr, J. Gallichand, and A.N. Rousseau (2013), Turbulence measurements above sharp-crested gravel bedforms, Int. J. Hydraul. Eng. 2, 5, 101-114, DOI: 10.5923/j.ijhe.20130205.04.
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  • Nikora, V.I., and P.M. Rowiński (2008), Rough-bed flows in geophysical, environmental, and engineering systems: double-averaging approach and its applications, Acta Geophys. 56, 3, 529-533, DOI: 10.2478/s11600-008-0037-7.
  • Nikora, V.I., P.M. Rowiński, A. Suchodolov, and D. Krasuski (1994), Structure of river turbulence behind warm-water discharge. J. Hydraul. Eng. ASCE 120, 2, 191-208, DOI: 10.1061/(ASCE)0733-9429(1994)120:2(191).
  • Nikora, V.I., A. Sukhodolov, and P.M. Rowiński (1997), Statistical sand waves dynamics in one-directional water flows, J. Fluid. Mech. 351, 17-39, DOI: 10.1017/S0022112097006708.
  • Qin, J., T. Wu, and D. Zhong (2015), Spectral behavior of gravel dunes, Geomorphology 231, 331-342, DOI: 10.1016/j.geomorph.2014.12.023.
  • Radecki-Pawlik, A., P.A. Carling, E. Slowik-Opoka, L. Ksiazek, and R. Breakspeare (2006), Field investigation of sand-gravel bed forms within the Raba River, Poland. In: R.M.L. Ferreira, E.C.T.L. Alves, J.G.A.B. Leal, and A.H. Cardoso (eds.), Proc. Inter. Conference on Fluvial Hydraulics, 6-8 September 2006, Lisbon, Portugal, 979-984.
  • Schlichting, H., and K. Geresten (2000), Boundary-Layer Theory, Springer, Berlin Heidelberg, DM 179. Shvidchenko, A.B., and G. Pender (2001), Macroturbulent structure of open-channel flow over gravel beds, Water. Resour. Res. 37, 709-719, DOI: 10.1029/ 2000WR900280.
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  • van Rijn, L.C. (1993), Principles of Sediment Transport in Rivers, Estuaries and Coastal Seas, Aqua Publications, Amsterdam.
  • Venditti, J.G., and O.B. Bauer (2005), Turbulent flow over a dune: Green River, Colorado, Earth Surf. Proc. Land. 30, 3, 289-304, DOI: 10.1002/esp.1142.
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Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-57b1dde7-a8a8-4097-a231-5cf50be01792
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