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Tytuł artykułu

Shear velocity estimation in hydraulic research

Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Various methods for determination of shear velocity and bed shear stress in hydraulic research are discussed, comprising gravity method, logarithmic profile method, near-bed Reynolds-stress method, turbulent kinetic energy method, Prandtl based method, Saint Venant method, power law method, pipe flow method, Shields method, and direct methods. These methods are, where applicable, used to estimate shear velocity and/or bed shear stress in different fields of hydraulic research, ranging from flows in compound channels, gravel bed rivers, and cohesive sediment erosion studies to flows under unsteady conditions.
Rocznik
Strony
567--583
Opis fizyczny
Bibliogr. 39 poz.
Twórcy
autor
  • Institute of Geophysics, Polish Academy of Sciences, Księcia Janusza 64, 01-452 Warszawa, Poland
autor
  • Leichtweiß-Institut für Wasserbau, TU Braunschweig Beethovenstr. 5 la, 38106 Braunschweig, Germany
autor
  • Institute of Geophysics, Polish Academy of Sciences, Księcia Janusza 64, 01-452 Warszawa, Poland
Bibliografia
  • Aberle, J., and G.M. Smart, 2003: "The influence of roughness structure on flow resistance on steep slopes", J. Hydraul. Res. 41 (3), pp. 259-269.
  • Aberle, J., V. Nikora, S. McLean, C. Doscher, I. McEwan, M. Green, D. Goring and J. Walsh, 2003: "Straight benthic flow-through flume for in situ measurement of cohesive sediment dynamics", J. Hydraul. Eng. ASCE 129 (1), pp. 63-67.
  • Aberle, J., A. Dittrich, K. Koll and T. Schoneboom, 2004: "Sohlnahes turbulentes Stromungs-feld", BAW-Workshop: Boden- und Sohl-Stabilitdt - Betrachtungen an der Schnittstel-le zwischen Geotechnik und Wasserbau, Karlsruhe, 2-1-2-12 (in German).
  • Al-Khatib, LA., and M. Dmadi, 1999: "Boundary shear stress in rectangular compound channels,Tr. J. Eng. and Environ. Sc.23,pp.9-18.
  • Baptist, M., 2005, Modelling floodplain biogeomorphology. Delft University Press, pp. 195, Delft.
  • Black, K.S., and D.M. Paterson, 1997: "Measurement of the erosion potential of cohesive marine sediments: A review of current in situ technology", J. Marine Environ. Eng. 4, pp. 43-83.
  • Biron, P.M., C. Robson, M.F. Lapointe and S.J. Gaskin, 2004: "Comparing different methods of bed shear stress estimates in simple and complex flow fields". Earth Surf. Process. Landforms 29, pp. 1403-1415.
  • Campbell, L., I. McEwan, V. Nikora, D. Pokrajać, M. Gallagher and C. Manes, 2005: "Bed-load effects on hydrodynamics of rough-bed open-channel flows", J. Hydraul. Eng. ASCE 131 (7), pp. 576-585.
  • Chen, C.L., 1991: "Unified theory on power laws for flow resistance", J. Hydraul. Eng. ASCE lll (3),pp .371-389.
  • Chen, X., and Y.-M. Chiew, 2003: "Response of velocity and turbulence to sudden change of bed roughness in open-channel flow", J. Hydraul. Eng. ASCE 129 (1), pp. 35-43.
  • Church, M., 2002: "Geomorphic thresholds in riverine landscapes". Freshwater Biology 47, pp. 541-557.
  • Darby, S.E., 1999: "Effect of riparian vegetation on flow resistance and flood potential", J. Hydraul. Eng. ASCE 125 (5), pp. 443-454.
  • Debnath, K., J. Aberle, V. Nikora, B. Westrich and M. Muste, 2005: "A comparative study of
  • erosion potential of cohesive beds using NIWA in-situ flumes", submitted to J. Hydraul. Eng. ASCE.
  • Dey, S., and M.F. Lambert, 2005: "Reynolds stress and bed shear in nonuniform unsteady open-channel flow", J. Hydraul. Eng. ASCE 131 (7), pp. 610-614.
  • Guo, J., P.Y. Julien and R.N. Meroney, 2005: "Modified log-wake law for zero-pressure-gradient turbulent boundary layers", J. Hydraul. Res. 43 (4), pp. 421-430.
  • Gust, G., 1988: "Skin friction probes for field applications", J. Geophys. Res. 93 (CU), pp. 14,121-14,132.
  • Jinadsa, K.B.S.N., N. Tanaka, K. Yutani and W. Seki, 2005: "Effects of vegetation and liter on flow". In: Lee and Lam (eds.). Environmental Hydraulics and Sustainable Water Management, Taylor and Francis Group, London, pp. 865-872.
  • Katul, G., P. Wiberg, J. Albertson and G. Hornberger, 2002: "A mixing layer theory for flow resistance in shallow streams". Water Resour. Res. 38 (11), pp. 1250, doi:10.1029/ 2001WR000817, 2002.
  • Kim, S.-C., C.T. Fredrichs, J.P.-Y. Maa and L.D Wright, 2000: "Estimating bottom stress in tidal boundary layer from Acoustic Doppler Velocimeter data", J. Hydraul. Eng. ASCE126 (6), pp. 399-406.
  • Knight, D.W., and K. Shiono, 1990: "Turbulence measurements in a shear layer region of a compound channel", J. Hydraul. Res. 28 (2), pp. 175-195.
  • Knight, D.W., K.W.H. Yuen and A.A.L Al-Hamid, 1994: "Boundary shear stress distributions in open channel flow". In: K.J. Beven, P.C. Chatwin and J.H. Millibank (eds.). Mix¬ing and Transport in the Environment, John Wiley and Sons, pp. 51-87.
  • Krishnappan, B., and P. Engel, 2004: "Distribution of bed shear stress in rotating circular flume", J. Hydraul. Eng. ASCE 130 (4), pp. 324-331.
  • Maa, J.P.-Y., 1993: "VIMS sea carousel: its hydrodynamic characteristics". In: A.J. Mehta (ed.), Nearshore and Estuarine Cohesive Sediment Transport, Coastal and Estuarine Studies Series, American Geophysical Union, Washington, pp. 265-280.
  • McNeil, J., C. Taylor and W. Lick, 1996: "Measurements of erosion of undisturbed bottom sediments with depth", J. Hydraul. Eng. ASCE 122 (6), pp. 316-324.
  • Nezu, I., and H. Nakagawa, 1993, Turbulence in Open-channel Flows, A.A. Balkema, Rotterdam, Netherlands.
  • Nikora, v., and D. Goring, 1998: "ADV measurements of turbulence: Can we improve their interpretation? ", J. Hydraul. Eng. ASCE 124 (6), pp .630-634.
  • Nikora, V.I., D.G. Goring, I. McEwan and G.A. Griffiths, 2001: "Spatially averaged open channel-flow over rough bed", J. Hydraul. Eng. ASCE 127 (2), pp .123-133.
  • Nikora, v., I. McEwan, S. McLean, S. Coleman, D. Pokrajać and R. Walters, 2005a: "Double averaging concept for rough-bed open-channel and overland flows: Theoretical background", submitted to J. Hydraul. Eng. ASCE.
  • Nikora, v., S. McLean, S. Coleman, D. Pokrajać, I. McEwan, L. Campbell, J. Aberle, D. Clunie and K. Koll, 2005b: "Double averaging concept for rough-bed open-channel and overland flows: application", submitted to J. Hydraul. Eng. ASCE.
  • Roberts, J.D., R.A. Jepsen and S.C. James, 2003: "Measurements of sediment erosion and transport with the adjustable shear stress erosion and transport flume", J. Hydraul. Eng.ASCE; 129 (11), pp. 862-871.
  • Rowiński, P.M., and J. Kubrak, 2002: "A mixing-length model for predicting vertical velocity distribution in flows through emergent vegetation". Hydrol. Sci. J. 46 (6), pp. 893-904.
  • Rowiński, P.M., W. Czemuszenko and J.M. Pretre, 2000: 'Time-dependent shear velocities in channel routing". Hydrol. Sci. J. 45 (6), pp. 881-895.
  • Rowiński, P.M., W. Czemuszenko, A.P. Kozioł and J. Kubrak, 2002: "Properties of a stream-wise turbulent flow field in an open two-stage channel". Arch. Hydro-Engin. Environ. Mech. 49 (2), pp. 37-57.
  • Schweim, C, V. Spork, J.V. Prochnow and J. Koengeter, 2000: "Concept for an integrated experimental and numerical investigation of cohesive sediment transport formulae". In: L.R. Bentley (ed.), 13th International Conference on Computational Methods in Water Resources, Calgary, 2, pp. 1059-1065.
  • Thornton, C.I., S.R. Abt, C.E. Morris and J.C. Fischenich, 2000: "Calculating shear stress at channel-overbank interfaces in straight channels with vegetated floodplains", J. Hydraul. Eng. ASCE 126 (12), pp. 929-936.
  • Tolhurst, T.J., K.S. Black, S.A. Shayler, S. Mather, I. Black, K. Baker and D.M. Paterson, 1999: "Measuring the in situ erosion shear stress of intertidal sediments with the cohesive strength meter (CSM)", Estuar Coast. Shelf Sci. 49, pp .281-294.
  • Tsai, C.-H., and W. Lick, 1986: "A portable device for measuring sediment resuspension", J. Gt. Lakes Res. 12 (4), pp. 314-321.
  • Velasco, D., A. Bateman, J.M. Redondo and V. Demedina, 2003: "An open channel flow experimental and theoretical study of resistance and turbulent characterization over flexible vegetated linings". Flow, Turbulence and Combustion 70, pp. 69-88.
  • Yen, B.C., 2002: "Open channel flow resistance", J. Hydraul. Eng. ASCE 128 (1), pp. 20-39.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BSL7-0009-0052
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