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Application of one-dimensional model to calculate water velocity distributions over elastic elements simulating Canadian waterweed plants (Elodea Canadensis)

Wybrane pełne teksty z tego czasopisma
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
One-dimensional model for vertical profiles of longitudinal velocities in open-channel flows is verified against laboratory data obtained in an open channel with artificial plan ts. Those plants simulate Canadian waterweed which in nature usually fo rms dense stands that reach all the way to the water surface. The model works particularly well for densely spaced plants.
Czasopismo
Rocznik
Strony
194--210
Opis fizyczny
Bibliogr. 23 poz.
Twórcy
autor
autor
  • Faculty of Civil and Environmental Engineering, Warsaw University of Life Sciences, Warszawa, Poland, Elzbieta_Kubrak@sggw.pl
Bibliografia
  • Castro-Orgaz, O., and S. Dey (2011), Power-law velocity profile in turbulent boundary layers: An integral Reynolds-number dependent solution, Acta Geophys. 59, 5, 993-1012, DOI: 10.2478/s11600-011-0025-1.
  • Defina, A., and A.Ch. Bixio (2005), Mean flow and turbulence in vegetated open channel flow, Water Resour. Res. 41, W07006, 1-12, DOI: 10.1029/2004WR003475.
  • Erduran, K.S., and V. Kutija (2003), Quasi-three-dimensional numerical model for flow through flexible, rigid, submerged and non-submerged vegetation, J. Hydroinform. 05.3, 189-202.
  • Huai, W.X., Y.H. Zeng, Z.G. Xu, and Z.H. Yang (2009), Three-layer model for vertical velocity distribution in open channel flow with submerged rigid vegetation, Adv. Water Resour. 32, 4, 487-492, DOI: 10.1016/j.advwatres.2008.11.014.
  • Järvelä, J. (2002), Flow resistance of flexible and stiff vegetation: a flume study with natural plants, J. Hydrol. 269, 1-2, 44-54, DOI: 10.1016/S0022-1694(02)00193-2.
  • Khublaryan, M.G., A.P. Frolov, and V.N. Zyryanov (2004), Modeling water flow in the presence of higher vegetation, Water Res. 31, 6, 617-622, DOI: 10.1023/B:WARE.0000046899.00404.ba.
  • Klopstra, D., H.J. Barneveld, J.M. Van Noortwijk, and E.H. Van Velzen (1997), Analytical model for hydraulic roughness of submerged vegetation. In: The 27th Congress of the International Association for Hydraulic Research, San Francisco, 1997; Proc. Theme A, Managing Water: Coping with Scarcity and Abundance, American Society of Civil Engineers (ASCE), New-York, 775-780.
  • Kubrak, E. (2007), Distributions of water velocities in open-channels with stems simulating vegetation, Ph.D. Thesis, Faculty of Civil and Environmental Engineering, Warsaw University of Life Sciences, Warszawa, Poland (in Polish).
  • Kubrak, E., J. Kubrak, and P.M. Rowiński (2008), Vertical velocity distributions through and above submerged, flexible vegetation, Hydrolog. Sci. J. 53, 4, 905-920, DOI: 10.1623/hysj.53.4.905.
  • Kubrak, E., J. Kubrak, and P.M. Rowiński (2012), Influence of a method of evaluation of the curvature of flexible vegetation elements on vertical distributions of flow velocities, Acta Geophys. 60, 4, 1098-1119, DOI: 10.2478/s11600-011-0077-2.
  • Kutija, V., and T.M.H. Hong (1996), A numerical model for assessing the additional resistance to flow introduced by flexible vegetation, J. Hydraul. Res. 34, 1, 99-114, DOI: 10.1080/00221689609498766.
  • Meyer, Z. (2010), An analysis of the mechanism of flow in ice-covered rivers, Acta Geophys. 58, 2, 337-355, DOI: 10.2478/s11600-009-0064-z.
  • Meyer, Z. (2011), Wind set-up of water level in a river, Acta Geophys. 59, 2, 317- 333, DOI: 10.2478/s11600-011-0005-5.
  • Neary, V.S. (2003), Numerical solution of fully-developed flow with vegetative resistance, J. Eng. Mech. 129, 5, 558-563, DOI: 10.1061/(ASCE) 0733-9399(2003)129:5(558).
  • Podbielkowski, Z., and H. Tomaszewicz (1996), An Outline of Hydrobotanics, PWN, Warszawa, 531 pp. (in Polish).
  • Righetti, M., and A. Armanini (2002), Flow resistance in open channel flows with sparsely distributed bushes, J. Hydrol. 269, 1-2, 55-64, DOI: 10.1016/S0022-1694(02)00194-4.
  • Rowiński, P.M., and J. Kubrak (2002a), A mixing-length model for predicting vertical velocity distribution in flows through emergent vegetation, Hydrolog. Sci. J. 47, 6, 893-904, DOI: 10.1080/02626660209492998.
  • Rowiński, P.M., and J. Kubrak (2002b), Velocity profiles on vegetated flood plains, Proc. Int. Conf. on Fluvial Hydraulics “River Flow 2002”, Louvain-la-Neuve, Belgium, 303-309.
  • Shucksmith, J.D., J.B. Boxall, and I. Guymer (2010), Effects of emergent and submerged natural vegetation on longitudinal mixing in open channel flow, Water Resour. Res. 46, W04504, DOI: 10.1029/2008WR007657.
  • Wilson, C.A.M.E. (2007), Flow resistance models for flexible submerged vegetation., J. Hydrol. 342, 3-4, 213-222, DOI: 10.1016/j.jhydrol.2007.04.022.
  • Wójtowicz A., E. Kubrak, and M. Krukowski (2010), Distributions of water velocities in open-channels with aquatic vegetation, Scientific Review Engineering and Environmental Sciences, Warsaw University of Life Sciences Press, Warszawa, Poland, 11-20 (in Polish).
  • Yagci, O., U. Tschiesche, and M.S. Kabadsli (2010), The role of different forms of natural riparian vegetation on turbulence and kinetic energy characteristics, Adv. Water Resour. 33, 5, 601-614, DOI: 10.1016/j.advwatres.2010.03.008.
  • Zhang, X., and H.M. Nepf (2009), Thermally driven exchange flow between open water and an aquatic canopy, J. Fluid Mech. 632, 227-243, DOI: 10.1017/S0022112009006491.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BSL1-0025-0015
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