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Experimental Investigation of Kinetic Energy and Momentum Coefficients in Regular Channels with Stiff and Flexible Elements Simulating Submerged Vegetation

Wybrane pełne teksty z tego czasopisma
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The paper addresses the problem of determination of the energy and momentum coefficients for flows through a partly vegetated channel. These coefficients are applied to express the fluid kinetic energy and momentum equations as functions of a mean velocity. The study is based on laboratory measurements of water velocity distributions in a straight rectangular flume with stiff and flexible stems and plastic imitations of the Canadian waterweed. The coefficients were established for the vegetation layer, surface layer and the whole flow area. The results indicate that the energy and momentum coefficients increase significantly with water depth and the number of stems per unit channel area. New regression relationships for both coefficients are given.
Czasopismo
Rocznik
Strony
1405--1422
Opis fizyczny
Bibliogr. 17 poz., rys., tab., wykr.
Twórcy
autor
  • Faculty of Civil and Environmental Engineering, Warsaw University of Life Sciences, Warszawa, Poland
autor
  • Faculty of Civil and Environmental Engineering, Warsaw University of Life Sciences, Warszawa, Poland
autor
  • Faculty of Civil and Environmental Engineering, Warsaw University of Life Sciences, Warszawa, Poland
Bibliografia
  • [1] Cameron, S.M., V.I. Nikora, I. Albayrak, O. Miler, M. Stewart, and F. Siniscalchi (2013), Interactions between aquatic plants and turbulent flow: a field study using stereoscopic PIV, J. Fluid Mech. 732, 345-372, DOI: 10.1017/jfm.2013.406.
  • [2] Chow, V.T. (1959), Open-Channel Hydraulics, McGraw-Hill Book Co., New York, 680 pp.
  • [3] Fenton, J.D. (2005), On the energy and momentum principles in hydraulics. In: Proc. 31st Congress of International Association for Hydro-Environment Engineering and Research, 11-16 September 2005, Seoul, Korea, 625-636.
  • [4] Hulsing, H., W. Smith, and E.D. Cobb (1966), Velocity-head coefficients in open channels, Water-Supply Paper, Rep. No. 1869-C, U.S. Geological Survey, Washington.
  • [5] 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).
  • [6] 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.
  • [7] 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.
  • [8] Kubrak, E., J. Kubrak, and P.M. Rowiński (2013), Application of one-dimensional model to calculate water velocity distributions over elastic elements simulating Canadian waterweed plants (Elodea Canadensis), Acta Geophys. 61, 1, 194-210, DOI: 10.2478/s11600-012-0051-7.
  • [9] Nepf, H.M. (2012), Flow and transport in regions with aquatic vegetation, Ann. Rev. Fluid Mech. 44, 123-142, DOI: 10.1146/annurev-fluid-120710-101048.
  • [10] Nepf, H.M., and M. Ghisalberti (2008), Flow and transport in channels with submerged vegetation, Acta Geophys. 56, 3, 753-777, DOI: 10.2478/s11600-008-0017-y.
  • [11] Nepf, H.M., and E.R. Vivoni (2000), Flow structure in depth-limited, vegetated flow, J. Geophys. Res. 105, C12, 28547-28557, DOI: 10.1029/ 2000JC900145.
  • [12] Poggi, D., G.G. Katul, and J.D. Albertson (2004), Momentum transfer and turbulent kinetic energy budgets within a dense model canopy, Bound.-Lay. Meteorol. 111, 3, 589-614, DOI: 10.1023/B:BOUN.0000016502.52590.af.
  • [13] Rehbock, T. (1922), Die Bestimmung der Lage der Energielinie bei fliessenden Gewässern mit Hilfe des Geschwindigkeitshöhen-Ausgleichwertes, Der Bauingenieur Berlin 3, 15, 453-455 (in German).
  • [14] Righetti, M. (2008), Flow analysis in a channel with flexible vegetation using double- averaging method, Acta Geophys. 56, 3, 801-823, DOI: 10.2478/ s11600-008-0032-z.
  • [15] Strauss, V. (1967), The kinetic energy correction factor and the momentum correction factor in open channels. In: Proc. 12th Congress of International Association for Hydro-Environment Engineering and Research, 11-14 September 1967, Fort Collins, USA, 314-323.
  • [16] Wójtowicz, A., E. Kubrak, and M. Krukowski (2010), Distributions of water velocities in open-channels with aquatic vegetation, Sci. Rev. - Eng. Environ. Sci. 18, 2, 11-20 (in Polish).
  • [17] Yen, B. (2002), Open channel flow resistance, J. Hydraul. Eng. 128, 1, 20-39, DOI: 10.1061/(ASCE)0733-9429(2002)128:1(20).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-e9a51f8e-c0a8-451d-b6c7-6eff3691e0e6
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