Analytical model of the mean velocity distribution in an open channel with double-layered rigid vegetation
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Järvelä, 2002, Flow resistance of flexible and stiff vegetation: a flume study with natural plants, J Hydrol, 269, 44, 10.1016/S0022-1694(02)00193-2
Stephan, 2002, Hydraulic resistance of submerged flexible vegetation, J Hydrol, 269, 27, 10.1016/S0022-1694(02)00192-0
Kouwen, 2000, Friction factors for coniferous trees along rivers, J Hydraul Eng, 126, 732, 10.1061/(ASCE)0733-9429(2000)126:10(732)
Poggi, 2009, Hydraulic resistance of submerged rigid vegetation derived from first-order closure models, Water Resour Res, 45, 10.1029/2008WR007373
Katul, 2011, A flow resistance model for assessing the impact of vegetation on flood routing mechanics, Water Resour Res, 47, 10.1029/2010WR010278
Konings, 2012, A phenomenological model for the flow resistance over submerged vegetation, Water Resour Res, 48, W02522, 10.1029/2011WR011000
Dijkstra, 2010, Modeling the interaction between flow and highly flexible aquatic vegetation, Water Resour Res, 46, 10.1029/2010WR009246
Li, 2011, Numerical modeling of free surface flow over submerged and highly flexible vegetation, Adv Water Resour, 34, 468, 10.1016/j.advwatres.2011.01.002
Ghisalberti, 2006, The structure of the shear layer in flows over rigid and flexible canopies, Environ Fluid Mech, 6, 277, 10.1007/s10652-006-0002-4
Patil, 2012, Dispersion in submerged vegetated flow with coherent vortices, J Hydrol Eng, 17, 1, 10.1061/(ASCE)HE.1943-5584.0000409
Nepf, 2012, Flow and transport in regions with aquatic vegetation, Annu Rev Fluid Mech, 44, 123, 10.1146/annurev-fluid-120710-101048
Klopstra D, Barneveld H, Van Noortwijk J, Van Velzen E. Analytical model for hydraulic roughness of submerged vegetation. In: 27th IAHR congress, HKV Consultants, San Francisco, 1997. pp. 775–80.
Baptist, 2007, On inducing equations for vegetation resistance, J Hydraul Res, 45, 435, 10.1080/00221686.2007.9521778
Uittenbogaard R. Modelling turbulence in vegetated aquatic flows. International workshop on RIParian FORest vegetated channels: hydraulic, morphological and ecological aspects, Trento, Italy, 2003. pp. 20–2.
Huthoff, 2007, Analytical solution of the depth-averaged flow velocity in case of submerged rigid cylindrical vegetation, Water Resour Res, 43, 10.1029/2006WR005625
Huai, 2009, Three-layer model for vertical velocity distribution in open channel flow with submerged rigid vegetation, Adv Water Resour, 32, 487, 10.1016/j.advwatres.2008.11.014
Yang, 2010, A two-layer approach for depth-limited open-channel flows with submerged vegetation, J Hydraul Res, 48, 466, 10.1080/00221686.2010.491649
Liu, 2012, Analytical model for vertical velocity profiles in flows with submerged shrub-like vegetation, Environ Fluid Mech, 12, 341, 10.1007/s10652-012-9243-6
Huai, 2013, Two-layer model for open channel flow with submerged flexible vegetation, J Hydraul Res, 51, 708, 10.1080/00221686.2013.818585
Liu, 2010, Hydrodynamics of flow through double layer rigid vegetation, Geomorphology, 116, 286, 10.1016/j.geomorph.2009.11.024
Hu, 2013, Analytical solution for vertical profile of streamwise velocity in open-channel flow with submerged vegetation, Environ Fluid Mech, 13, 389, 10.1007/s10652-013-9267-6
Erduran, 2003, Quasi-three-dimensional numerical model for flow through flexible, rigid, submerged and non-submerged vegetation, J Hydroinf, 5, 189, 10.2166/hydro.2003.0015
Huai, 2009, Mathematical model for the flow with submerged and emerged rigid vegetation, J Hydrodyn Ser B, 21, 722, 10.1016/S1001-6058(08)60205-X
Hoerner SF. Fluid dynamic drag. Published by the author, Bricktown, NJ, 1965.
Nikora, 2013, Velocity profiles in vegetated open-channel flows: combined effects of multiple mechanisms, J Hydraul Eng, 139, 1021, 10.1061/(ASCE)HY.1943-7900.0000779
Nezu I. Turbulence in open-channel flows. A.A. Balkema, Rotterdam, 1993.
Kubrak, 2008, Vertical velocity distributions through and above submerged, flexible vegetation, Hydrol Sci J, 53, 905, 10.1623/hysj.53.4.905
Okamoto, 2013, Spatial evolution of coherent motions in finite-length vegetation patch flow, Environ Fluid Mech, 13, 417, 10.1007/s10652-013-9275-6
Dunn C. Experimental determination of drag coefficients in open channel with simulated vegetation [Master’s Thesis]. Urbana, IL: University of Illinois, Urbana-Champaign; 1996.
Li, 1973, Effect of tall vegetations on flow and sediment, J Hydraul Div, 99, 793, 10.1061/JYCEAJ.0003647
Yang, 2009, Impact of stem flexibility on mean flow and turbulence structure in depth-limited open channel flows with submerged vegetation, J Hydraul Res, 47, 445, 10.1080/00221686.2009.9522020
López, 2001, Mean flow and turbulence structure of open-channel flow through non-emergent vegetation, J Hydraul Eng, 127, 392, 10.1061/(ASCE)0733-9429(2001)127:5(392)
Nepf, 2007, Retention time and dispersion associated with submerged aquatic canopies, Water Resour Res, 43, 10.1029/2006WR005362
Poggi, 2004, The effect of vegetation density on canopy sub-layer turbulence, Boundary Layer Meteorol, 111, 565, 10.1023/B:BOUN.0000016576.05621.73