Reynolds stress anisotropy with higher-order turbulence in flow through rigid emergent vegetation: An experimental study
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Bagherimiyab, 2013, Shear velocity estimates in rough-bed open-channel flow, Earth Surf. Proc. Land., 38, 1714, 10.1002/esp.3421
Bai, 2022, Drag force coefficient of the flexible vegetation root in an artificial floating bed channel, Ecol. Eng., 179, 106619, 10.1016/j.ecoleng.2022.106619
Barman, J., Kumar, B., 2022a. Turbulence in a compound channel with the combination of submerged and emergent vegetation. Phys. Fluids, 34(4), 045114.
Barman, 2023, Quantification of turbulent flow anisotropy in an alluvial channel mining pit, Mar. Georesour. Geotechnol., 41, 211, 10.1080/1064119X.2022.2025504
Bomminayuni, 2011, Turbulence statistics in an open-channel flow over a rough bed, J. Hydraul. Eng., 137, 1347, 10.1061/(ASCE)HY.1943-7900.0000454
Brugger, 2018, Scalewise invariant analysis of the anisotropic Reynolds stress tensor for atmospheric surface layer and canopy sublayer turbulent flows, Phys. Rev. Fluids, 3, 10.1103/PhysRevFluids.3.054608
Caroppi, 2018, Vegetated channel flows: Turbulence anisotropy at flow–rigid canopy interface, Geosciences, 8, 259, 10.3390/geosciences8070259
Chen, 2020, Velocity and turbulence affected by submerged rigid vegetation under waves, currents and combined wave–current flows, Coast. Eng., 159, 103727, 10.1016/j.coastaleng.2020.103727
Choi, 2000, Ground effect of flow around an elliptic cylinder in a turbulent boundary layer, J. Fluids Struct., 14, 697, 10.1006/jfls.2000.0290
Choi, 2001, The return to isotropy of homogeneous turbulence, J. Fluid Mech., 436, 59, 10.1017/S002211200100386X
Devi, 2016, Experimentation on submerged flow over flexible vegetation patches with downward seepage, Ecol. Eng., 91, 158, 10.1016/j.ecoleng.2016.02.045
Dey, 2007, Characteristics of loose rough boundary streams at near-threshold, J. Hydraul. Eng., 133, 288, 10.1061/(ASCE)0733-9429(2007)133:3(288)
Emory, 2014, Visualizing turbulence anisotropy in the spatial domain with componentality contours, Center for Turbulence Research Annual Research Briefs, 123
Ghisalberti, 2002, Mixing layers and coherent structures in vegetated aquatic flows, J. Geophys. Res. Oceans, 107, 3, 10.1029/2001JC000871
Ghisalberti, 2004, The limited growth of vegetated shear layers, Water Resour. Res., 40, 10.1029/2003WR002776
Hanjalić, 1972, Fully developed asymmetric flow in a plane channel, J. Fluid Mech., 51, 301, 10.1017/S0022112072001211
Helgeland, A., Andreassen, O., Ommundsen, A., Reif, B.A.P., Werne, J., Gaarder, T., 2004. Visualization of the energy-containing turbulent scales. In 2004 IEEE symposium on volume visualization and graphics (pp. 103-109). IEEE.
Horstman, 2018, Are flow-vegetation interactions well represented by mimics? A case study of mangrove pneumatophores, Adv. Water Resour., 111, 360, 10.1016/j.advwatres.2017.11.018
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
Kirkil, G., & Constantinescu, G. (2015). Effects of cylinder Reynolds number on the turbulent horseshoe vortex system and near wake of a surface-mounted circular cylinder. Physics of Fluids, 27(7), 075102.
Kouwen, 1969, Flow retardance in vegetated channels, J. Irrig. Drain. Div., 95, 329, 10.1061/JRCEA4.0000652
Kozioł, 2013, Three-dimensional turbulence intensity in a compound channel, J. Hydraul. Eng., 139, 852, 10.1061/(ASCE)HY.1943-7900.0000739
Krogstadt, 1999, Surface roughness effects in turbulent boundary layers, Exp. Fluids, 27, 450, 10.1007/s003480050370
Kumar, 2022, Experimental investigation of 3D flow properties around emergent rigid vegetation, Ecohydrology, 15, e2474, 10.1002/eco.2474
Li, 2015, Impact of flexible emergent vegetation on the flow turbulence and kinetic energy characteristics in a flume experiment, J. Hydro Environ. Res., 9, 354, 10.1016/j.jher.2014.01.006
Lightbody, A.F., Nepf, H., 2006. Prediction of velocity profiles and longitudinal dispersion in salt marsh vegetation. Limnol. Oceanogr. 51 (1), 218–228. https://doi.org/10.4319/lo.2006.51.1.0218.
Liu, 2008, An experimental study of flow through rigid vegetation, J. Geophys. Res. Earth, 113
Longo, 2017, Invariants of turbulence Reynolds stress and of dissipation tensors in regular breaking waves, Water, 9, 893, 10.3390/w9110893
Lu, 1973, Measurements of the structure of the Reynolds stress in a turbulent boundary layer, J. Fluid Mech., 60, 481, 10.1017/S0022112073000315
Lumley, 1977, The return to isotropy of homogeneous turbulence, J. Fluid Mech., 82, 161, 10.1017/S0022112077000585
Maji, 2020, A review on hydrodynamics of free surface flows in emergent vegetated channels, Water, 12, 1218, 10.3390/w12041218
Nepf, 2000, Flow structure in depth-limited, vegetated flow, J. Geophys. Res. Oceans, 105, 28547, 10.1029/2000JC900145
Nezu, 2017, Turbulence in open-channel flows, Routledge
Nezu, 2008, Turburence structure and coherent motion in vegetated canopy open-channel flows, J. Hydro Environ. Res., 2, 62, 10.1016/j.jher.2008.05.003
Panigrahi, 2015, Prediction of velocity distribution in straight channel with rigid vegetation, Aquat. Procedia, 4, 819, 10.1016/j.aqpro.2015.02.102
Papanicolaou, 2002, Stochastic incipient motion criterion for spheres under various bed packing conditions, J. Hydraul. Eng., 128, 369, 10.1061/(ASCE)0733-9429(2002)128:4(369)
Penna, 2020, Anisotropy in the free stream region of turbulent flows through emergent rigid vegetation on rough beds, Water, 12, 2464, 10.3390/w12092464
Peruzzo, 2018, Wave height attenuation and flow resistance due to emergent or near-emergent vegetation, Water, 10, 402, 10.3390/w10040402
Poggi, 2004, The effect of vegetation density on canopy sub-layer turbulence, Bound.-Lay. Meteorol., 111, 565, 10.1023/B:BOUN.0000016576.05621.73
Pope, 2000
Rahimi, 2020, Experimental and numerical study on impact of double layer vegetation in open channel flows, J. Hydrol. Eng., 25, 04019064, 10.1061/(ASCE)HE.1943-5584.0001865
Rao, 2022, Experimental and numerical analysis of velocity distribution in a compound meandering channel with double layered rigid vegetated flood plains, Flow Meas. Instrum., 83
Raupach, 1981, Conditional statistics of Reynolds stress in rough-wall and smooth-wall turbulent boundary layers, J. Fluid Mech., 108, 363, 10.1017/S0022112081002164
Raupach, 1982, Averaging procedures for flow within vegetation canopies, Boundary-Layer Meteorol, 22, 79, 10.1007/BF00128057
Ricardo, 2016, Turbulent flows within random arrays of rigid and emergent cylinders with varying distribution, J. Hydraul. Eng., 142, 10.1061/(ASCE)HY.1943-7900.0001151
Righetti, 2008, Flow analysis in a channel with flexible vegetation using double-averaging method, Acta Geophys., 56, 801, 10.2478/s11600-008-0032-z
Sarkar, 2019, Turbulence in wall-wake flow downstream of an isolated dunal bedform, Water, 11, 1975, 10.3390/w11101975
Sharma, 2017, Structure of turbulence over non uniform sand bed channel with downward seepage, Eur. J. Mech.-B/fluids, 65, 530, 10.1016/j.euromechflu.2017.05.006
Sharma, 2022, Anisotropy properties of turbulence in flow over seepage bed, ASME J. Fluids Eng., 144, 10.1115/1.4051769
Simonsen, A. J., & Krogstad, P. Å. (2005). Turbulent stress invariant analysis: Clarification of existing terminology. Physics of Fluids, 17(8), 088103.
Smalley, 2002, Reynolds stress anisotropy of turbulent rough wall layers, Exp. Fluids, 33, 31, 10.1007/s00348-002-0466-z
Tang, 2021, Hydraulic characteristics of open-channel flow with partially-placed double layer rigid vegetation, Environ. Fluid Mech., 21, 317, 10.1007/s10652-020-09775-1
Toda, 2020, Modeling of riparian vegetation dynamics and its application to sand-bed river, J. Hydro Environ. Res., 30, 3, 10.1016/j.jher.2019.09.003
Vargas-Luna, 2016, Representing plants as rigid cylinders in experiments and models, Adv. Water Resour., 93, 205, 10.1016/j.advwatres.2015.10.004
Viero, 2017, Free surface waves induced by vortex shedding in cylinder arrays, J. Hydraul. Res., 55, 16, 10.1080/00221686.2016.1217948
Vinuesa, 2015, Direct numerical simulation of the flow around a wall-mounted square cylinder under various inflow conditions, J. Turbul., 16, 555, 10.1080/14685248.2014.989232
Wang, J., Liu, X., Min, F., Dai, J., & Jiang, X. (2021). Turbulence structure and longitudinal velocity distribution of open channel flows with reedy emergent vegetation. Ecohydrology, 15(1), e2352. 10. 1002/ECO.2352.
White, 2008, A vortex-based model of velocity and shear stress in a partially vegetated shallow channel, Water Resour. Res., 44, 10.1029/2006WR005651
Xu, 2012, A study of manning coefficient related with vegetation density along the vegetated channel, Vol. 212, 744
Yan, 2022, Analytical model for predicting the lateral profiles of velocities through a partially vegetated channel, J. Hydrol., 612, 128137, 10.1016/j.jhydrol.2022.128137
Yan, 2016, Characteristics of flow structure of free-surface flow in a partly obstructed open channel with vegetation patch, Environ. Fluid Mech., 16, 807, 10.1007/s10652-016-9453-4
Yang, 2007, Flow patterns in compound channels with vegetated floodplains, J. Hydraul. Eng., 133, 148, 10.1061/(ASCE)0733-9429(2007)133:2(148)
Zeng, 2014, Measurements and modeling of open-channel flows with finite semi-rigid vegetation patches, Environ. Fluid Mech., 14, 113, 10.1007/s10652-013-9298-z
Zhao, 2016, Hydrodynamics of discontinuous rigid submerged vegetation patches in open-channel flow, J. Hydro Environ. Res., 12, 148, 10.1016/j.jher.2016.05.004