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Properties of a streamwise turbulent flow field in an open two-stage channel

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Języki publikacji
EN
Abstrakty
EN
The results of the experimental studies, aimed at the recognition of the streamwise turbulent structure in a compound channel, are reported in this paper. Three sets of measurements with electromagnetic liquid velocity meter were used: one in a smooth channel, one with the rough overbank channels and the last one with the modelled high vegetation occurring on floodplains. The analyses included vertical distributions of local mean velocities, depth-averaged mean velocities, bed shear stresses, turbulent intensities, higher order velocity moments, autocorrelation and velocity spectra. Relevant turbulent temporal and spatial scales were evaluated. All the properties were investigated with special emphasis placed on the influence of roughness on them.
Słowa kluczowe
Twórcy
  • Institute of Geophysics, Polish Academy of Sciences, ul. Księcia Janusza 64, 01-452 Warszaw, Poland
  • Institute of Geophysics, Polish Academy of Sciences, ul. Księcia Janusza 64, 01-452 Warszaw, Poland
  • Institute of Geophysics, Polish Academy of Sciences, ul. Księcia Janusza 64, 01-452 Warszaw, Poland
autor
  • Institute of Geophysics, Polish Academy of Sciences, ul. Księcia Janusza 64, 01-452 Warszaw, Poland
Bibliografia
  • Barua D. K., Rahman K.H. (1998), Some aspects of turbulent flow structure in large alluvial rivers, Journal of Hydraulic Research, Vol. 36, No. 2, 235-252.
  • Czernuszenko W., Lebiecki P. (1980), Turbulent characteristics of stream in open channel, Archiwum Hydrotechniki, Vol. 27, 1, 19-38.
  • Dinehart R. L. (1999), Correlative yelocity fluctuations over a gravel river bed, Water Resources Research, Vol. 35, No. 2, 569-582.
  • Engelund F. (1969), Dispersion of floating particles in uniform channel flow, Journal of Hydraulic Division, ASCE, Vol. 95, No. HY4.
  • Garde R. J. (1994), Turbulent flow, Wiley & Sons, New York, p. 287.
  • Goring D. G., Nikora V. I. (2002), Despiking acoustic Doppler yelocimeter data, Journal of Hydraulic Engineering, Vol. 128, No. 1, 117-126.
  • Knight D. W., Brown F. A. (2000), Resistance studies of overbank flow in rivers with sediment using the flood channel facility, Journal of Hydraulic Research. Vol. 39, No. 3, 283-301.
  • Knight D. W., Shiono K. (1990), Turbulence Measurements in a Shear Layer Region of a Compound Channel, Journal of Hydraulic Research, Vol. 28, No. 2, 175-195.
  • Knight D. W., Yuen K. W. H., Al.-Hamid A. A. I. (1994) Boundary Shear Stress Distributions In Open Channel Flow, Mixing and Transport In the Environment, Eds. K. J. Beven, P. C. Chatwin and J. H. Millibank, John Wiley & Sons, 51-87.
  • Kubrak J. (1999), Friction factors in channel with compound cross-section. Proc. 19th Polish Hydraulics School, Frombork. 69-74 (in Polish).
  • Kubrak J., Rowiński P. M. (2001), Velocity and discharge prediction in straight compound channels using the eddy viscosity concept, Proc. 21st Polish Hydraulics School, Sasino, 61-66 (in Polish).
  • Kubrak J., Żbikowski A. (1995). Investigation into the Hydraulic Characteristics of Channels with Flood Plains, Archives of Hydro-Engineering and Environmental Mechanics, Vol. 43, No. 3-4, 31-37.
  • McLean S. R., Smith J. D. (1979), Turbulence measurements in the boundary layer over a sand wave field, Journal of Geophysical Research, Vol. 84, No. 12, 7791-7808.
  • Myers W. R. C., Lyness J. F., Cassells J. (2000), Influence of boundary roughness on velocity and discharge in compound river channels, Journal of Hydraulic Research, Vol. 39, No. 3, 311-319.
  • Nepf H. M. (1999), Drag, turbulence, and diffusion in flow through emergent vegetation, Water Resources Research, Vol. 35, No. 2, 479-489.
  • Nepf H. M., Vivoni E. R. (2000), Flow structure in depth-limited, vegetated flow, Journal of Geophysical Research, Vol. 105, No. 02, 28547-28557.
  • Nezu I., Nakagawa H. (1993), Turbulence in Open-channel Flows, IAHR Monograph, Balkema, Rotterdam, p. 281.
  • Nezu I., Onitsuka K. (2001), Turbulent structures in partly vegetated open- channel flows with LDA and PIV measurements, Journal of Hydraulic Research, Vol. 39, No. 6, 629-642.
  • Nikora (1999). Origin of the 1” spectral law in wall-bounded turbulence, Physical Review Letters, Vol. 83, No. 4, 734-736.
  • Nikora V. I., Rowiński P. M., Sukhodolov A., Krasuski D. (1994), Structure of River Turbulence Behind Warm Water Discharge, Journal of Hydraulic Engineering, Vol. 120, No. 2, 191-208.
  • Nikora V. I., Smart G. M. (1997), Turbulence Characteristics of New Zealand Gravel-Bed Rivers, Journal of Hydraulic Engineering, Vol. 123, No. 9, 764- 773.
  • Pasquill F. (1962), Atmospheric Diffusion, Van Nostrand, London.
  • Prandtl L. (1956), Flow dynamics (Dynamika przepływów), Warszawa, PWN (Polish translation).
  • Praskovsky A. A. (1991), Local Structure of Turbulence in Flows with Large Reynolds Numbers, Chaos, Vol. 1, No. 2, 37-241.
  • Rowiński P. M., (2001) Constituent transport to the Publisher In Encyclopedia of Life Support System, UNESCO, EOLSS Publishers Co.
  • Rowiński P. M., Czernuszenko W.. Kozioł A., Kuśmierczuk K., Kubrak J. (1998), Fongitudinal Turbulence Characteristics in a Compound Channel under Various Roughness Conditions, Jd International Conference on Hydro-science and Engineering, Cottbus/Berlin, http://www.bauinf.tucottbus.de/ ICHE98/proceedings.
  • Rowiński P. M., Czernuszenko W. (1998), Experimental study of river turbulence under unsteady conditions, Acta Geophysica Polonica, Vol. XFVI, No. 4, 462-480.
  • Rowiński P. M., Czernuszenko W., Pretre J. M. (2000), Time-dependent shear velocities in channel routing, Hydrological Sciences Journal, Vol. 45, No. 6, 881-895.
  • Rowiński P. M., Kubrak J. (2002a), A mixing-length model for predicting vertical velocity distribution in flows through emergent vegetation, accepted for publication, Hydrological Sciences Journal.
  • Rowiński P. M., Kubrak J. (2002b), Velocity profiles on vegetated flood plains, in: Velocity profiles on vegetated flood plains, River Flow 2002, D. Bousmar, Y. Zech (eds.), 2002 Sweets & Zeitlinger, Fisse, The Netherlands, Vol. 1, 303-309.
  • Shiono K., Knight D. W. (1991), Turbulent open channel flows with variable depth across the channel, Journal of Fluid Mechanics, Vol. 222, 617-646.
  • Smart G. M. (1999), Turbulent velocity profiles and boundary shear in gravel bed rivers, Journal of Hydraulic Engineering, Vol. 125, No. 2, 106-116.
  • Sofialdis D., Prinos P (1999), Turbulent flow in open channels with smooth and rough flood plains, Journal of Hydraulic Research, Vol. 37, No. 5, 615-640.
  • Sukhodolov A. N.. Rhoads B. F. (2001), Field investigations of three-dimensional flow structure at stream confluences, 2, Turbulence, Water Resources Research, Vol. 37, No. 9, 2411-2424.
  • Tominaga A., Nezu I. (1991), Turbulent Structure in Compound Open-Channel Flows, Journal of Hydraulic Engineering, Vol. 117, No. 1, 21-41.
  • Wilcock P. R. (1996), Estimating Focal Bed Shear Stress from Velocity Observations, Water Resources Research, Vol. 32, No. 11, 3361-3366.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BAT3-0020-0032
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