Influence of bank vegetation and gravel bed on velocity and Reynolds stress distributions

Afzalimehr, 2000, Accelerating shear velocity in gravel-bed channels, Hydrological Science Journal, 45, 113, 10.1080/02626660009492309 Afzalimehr, 2001, Vitesse de frottement associée à un écoulement nonuniforme et une rugosité relative intermédiaire, Journal of Hydraulic Research, 39, 181, 10.1080/00221680109499819 Chow, 1959 Darby, 1996, Predicting stage-discharge curves in channels with bank vegetation, Journal of Hydraulic Engineering, ASCE, 122, 583, 10.1061/(ASCE)0733-9429(1996)122:10(583) Darby, 1999, Effect of riparian vegetation on flow resistance and flood potential, Journal of Hydraulic Engineering, 125, 443, 10.1061/(ASCE)0733-9429(1999)125:5(443) Ferro, 2003, ADV measurements of velocity distributions in a gravel-bed flume, Earth Surface Processes and Landforms, 28, 707, 10.1002/esp.467 Ferro, 1994, Flow velocity profiles in gravel-bed rivers, Journal of Hydraulic Engineering, ASCE, 120, 60, 10.1061/(ASCE)0733-9429(1994)120:1(60) Frenzen, 1995, On the magnitude and apparent range of variation of the von Karman constant in the atmospheric surface layer, Boundary-Layer Meteorology, 72, 371, 10.1007/BF00709000 Ghisalberti M. and Nepf H. M. 2004, The limited growth of vegetated shear layers. Water Resources Research 40: W07502, doi: 10.1029/2003WR002776. Graf, 1998 Guo, 2001, Turbulent velocity profiles in sediment-laden flows, Journal of Hydraulic Research, IAHR, 39, 11, 10.1080/00221680109499798 Guo, 2008, Application of the modified log-wake law in open-channels, Journal of Applied Fluid Mechanics, 1, 17 Hinze, 1975 Ismail Z. and Shiono K. 2006, The effect of vegetation along cross-over floodplain edges on stage discharge and sediment transport rates in compound meandering channels. Proceedings of the 5th WSEAS International Conference on Environment Ecosystems and Development, Venice, Italy, November 20–22. Julien, 2002 Kironoto, 1995, Turbulence characteristics in rough uniform open-channel flow, Water Maritime and Energy, 106, 333, 10.1680/iwtme.1994.27234 Kummu M. 2002, Roughness characteristics and velocity profile in vegetated and nonvegetated channel. MS thesis, Department of Civil Engineering and Environmental Engineering, Helsinki University of Technology, Finland. López, 2001, Mean flow and turbulence structure of open channel flow through non-emergent vegetation, Journal of Hydraulic Engineering, ASCE, 127, 392, 10.1061/(ASCE)0733-9429(2001)127:5(392) Masterman, 1992, Predicting influence of bank vegetation on channel capacity, Journal of Hydraulic Engineering, ASCE, 118, 1052, 10.1061/(ASCE)0733-9429(1992)118:7(1052) Nepf, 2000, Flow structure in depth-limited, vegetated flow, Journal of Geophysical Research, 105, 547 Nezu, 1993, 281 Nezu I, Nakagawa H., and Rodi W. 1989, Significant difference between secondary currents closed channels and narrow open channels. Proceeding 23rd IAHR congress, Vol. A, Delft, pp. 125–132. Nezu, 2001, Turbulent structures in partly vegetated open-channel flows with LDA and PIV measurements, Journal of Hydraulic Research, 39, 629, 10.1080/00221686.2001.9628292 Nezu I. and Rodi W. 1985, Experimental study on secondary currents in open channel flow. 21st IAHR Congress, Melbourne, Australia, pp. 115–119. Nezu, 1986, Open channel flow measurements with a Laser Doppler Anemometer, Journal of Hydraulic Engineering, ASCE, 112, 335, 10.1061/(ASCE)0733-9429(1986)112:5(335) Oncley, 1996, Surface layer fluxes, profiles, and turbulence measurements over uniform terrain under near-neutral conditions, Journal of Atmospheric Sciences, 53, 1029, 10.1175/1520-0469(1996)053<1029:SLFPAT>2.0.CO;2 Smart, 1999, Turbulent velocity profiles and boundary shear in gravel bed rivers, Journal of Hydraulic Engineering, 125, 106, 10.1061/(ASCE)0733-9429(1999)125:2(106) Song, 2001, Turbulence measurement in nonuniform open-channel flow using Acoustic Doppler Velocimeter (ADV), Journal of Engineering Mechanics, 127, 219, 10.1061/(ASCE)0733-9399(2001)127:3(219) Song, 1994, Uniform flow in open channels with moveable gravel-bed, Journal of Hydraulic Research, 32, 861, 10.1080/00221689409498695 Tsujimoto, 1992, Turbulent open-channel flow over bed covered by rigid vegetation, Journal of Hydroscience and Hydraulic Engineering, 118, 13 Tu H., Tsujimoto T., and Graf W. H. 1988, Velocity distribution in a gravel-bed flume. Proceedings of the 6th Congress of the Asian and Pacific Division, International Association of Hydraulic Research Congress, Kyoto, Japan, pp. 425–431. Vanoni, 1946, Transportation of suspended sediment by water, Transaction, ASCE, 111, 67 Vanoni, 1977 Van Rijn, 1993 Voulgaris, 1998, Evaluation of the acoustic doppler velocimeter (ADV) for turbulence measurements, Journal of Atmospheric and Oceanic Technology, 15, 272, 10.1175/1520-0426(1998)015<0272:EOTADV>2.0.CO;2 White, 2007, Shear instability and coherent structures in shallow flow adjacent to a porous layer, Journal of Fluid Mechanics, 593, 1, 10.1017/S0022112007008415 White, 2008, A vortex-based model of velocity and shear stress in a partially vegetated shallow channel, Water Resources Research, 44, W01412, 10.1029/2006WR005651 Wolman, 1954, A method of sampling coarse river bed material, Transactions, American Geophysical Union, 35, 951, 10.1029/TR035i006p00951 Yalin, 1972, 290 Yang, 2004, Velocity distribution and dip-phenomenon in smooth uniform open channel flows, Journal of Hydraulic Engineering, ASCE, 130, 1179, 10.1061/(ASCE)0733-9429(2004)130:12(1179)