Simulating unsteady flow and sediment transport in vegetated channel network
Tài liệu tham khảo
Baptist, M.J., 2005. Modelling floodplain biogeomorphology. PhD thesis, Delft University of Technology.
Baptist, 2007, On inducing equations for vegetation resistance, J. Hydraul. Res., 45, 435, 10.1080/00221686.2007.9521778
Bras, R.L., 1990. Hydrology: an introduction to hydrologic science. Addison-Wesley Reading.
Carollo, 2005, Flow resistance law in channels with flexible submerged vegetation, J. Hydraul. Eng., 131, 554, 10.1061/(ASCE)0733-9429(2005)131:7(554)
Cheng, 2011, Representative roughness height of submerged vegetation, Water Resour. Res., 47, W08517, 10.1029/2011WR010590
Cheng, 2010, Hydraulic radius for evaluating resistance induced by simulated emergent vegetation in open-channel flows, J. Hydraul. Eng., 137, 995, 10.1061/(ASCE)HY.1943-7900.0000377
Chow, 1959
Cowan, 1956, Estimating hydraulic roughness coefficients, Agric. Eng., 37, 473
Darby, 1999, Effect of riparian vegetation on flow resistance and flood potential, J. Hydraul. Eng., 125, 443, 10.1061/(ASCE)0733-9429(1999)125:5(443)
Darby, 1999, Effect of riparian vegetation on flow resistance and flood potential, J. Hydraul. Eng., 125, 443, 10.1061/(ASCE)0733-9429(1999)125:5(443)
Duan, 2006, Lodging velocity for an emergent aquatic plant in open channels, J. Hydraul. Eng., 132, 1015, 10.1061/(ASCE)0733-9429(2006)132:10(1015)
Duc, 2008, Numerical simulation of contraction scour in an open laboratory channel, J. Hydraul. Eng., 134, 367, 10.1061/(ASCE)0733-9429(2008)134:4(367)
El kadi Abderrezzak, 2009, One-dimensional numerical modeling of sediment transport and bed deformation in open channels, Water Resour. Res., 45, 10.1029/2008WR007134
Fisher, K., 1992. The hydraulic roughness of vegetated channels. Report SR, 305.
James, 2004, Flow resistance of emergent vegetation, J. Hydraul. Res., 42, 390, 10.1080/00221686.2004.9728404
Katul, 2002, A mixing layer theory for flow resistance in shallow streams, Water Resour. Res., 38, 1250, 10.1029/2001WR000817
Kim, J., Ivanov, V.Y., Katopodes, N.D., 2012. Hydraulic resistance to overland flow on surfaces with partially submerged vegetation.
Klopstra, 2002
Kothyari, 2009, Drag coefficient of unsubmerged rigid vegetation stems in open channel flows, J. Hydraul. Res., 47, 691, 10.3826/jhr.2009.3283
Kouwen, N., 1969. Flow retardance in vegetated channels.
Kouwen, 1973, Flexible roughness in open channels, J. Hydraul. Div., 99, 713, 10.1061/JYCEAJ.0003643
Li, 1976, Solutions to Green-Ampt infiltration equation, J. Irrigation Drainage Div., 102, 239, 10.1061/JRCEA4.0001092
López, 1998, Open-channel flow through simulated vegetation: suspended sediment transport modeling, Water Resour. Res., 34, 2341, 10.1029/98WR01922
Luhar, 2013, From the blade scale to the reach scale: a characterization of aquatic vegetative drag, Adv. Water Resour., 51, 305, 10.1016/j.advwatres.2012.02.002
Nash, 1970, River flow forecasting through conceptual models part I — a discussion of principles, J. Hydrol., 10, 282, 10.1016/0022-1694(70)90255-6
Neary, 2012, Effects of vegetation on turbulence, sediment transport, and stream morphology, J. Hydraul. Eng., 138, 765, 10.1061/(ASCE)HY.1943-7900.0000168
Nepf, 2012, Hydrodynamics of vegetated channels, J. Hydraul. Res., 50, 262, 10.1080/00221686.2012.696559
Prosser, 1995, Flow resistance and sediment transport by concentrated overland flow in a grassland valley, Geomorphology, 13, 71, 10.1016/0169-555X(95)00020-6
Stephan, 2002, Hydraulic resistance of submerged flexible vegetation, J. Hydrol., 269, 27, 10.1016/S0022-1694(02)00192-0
Stone, 2002, Hydraulic resistance of flow in channels with cylindrical roughness, J. Hydraul. Eng., 128, 500, 10.1061/(ASCE)0733-9429(2002)128:5(500)
Stromberg, 2009
Sturm, 2001, Open channel hydraulics, Appl. Mech. Rev., 54, 107, 10.1115/1.1421122
Toro, 2001
Tsujimoto, 1999, Fluvial processes in streams with vegetation, J. Hydraul. Res., 37, 789, 10.1080/00221689909498512
Van Rijn, 1984, Sediment transport, part I: bed load transport, J. Hydraul. Eng., 110, 1431, 10.1061/(ASCE)0733-9429(1984)110:10(1431)
Van Rijn, 1984, Sediment transport, Part II: suspended load transport, J. Hydraul. Eng., 110, 1613, 10.1061/(ASCE)0733-9429(1984)110:11(1613)
Van Rijn, 1984, Sediment transport, part III: bed forms and alluvial roughness, J. Hydraul. Eng., 110, 1733, 10.1061/(ASCE)0733-9429(1984)110:12(1733)
Wu, 2005, A depth-averaged two-dimensional model for flow, sediment transport, and bed topography in curved channels with riparian vegetation, Water Resour. Res., 41, W03015, 10.1029/2004WR003730
Wu, 2012, A depth-averaged 2D shallow water model for breaking and non-breaking long waves affected by rigid vegetation, J. Hydraul. Res., 50, 558, 10.1080/00221686.2012.734534
Wu, 2005, A depth-averaged two-dimensional model for flow, sediment transport, and bed topography in curved channels with riparian vegetation, Water Resour. Res., 41, 10.1029/2004WR003730
Wu, 2007, One-dimensional modeling of dam-break flow over movable beds, J. Hydraul. Eng., 133, 48, 10.1061/(ASCE)0733-9429(2007)133:1(48)
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
Ying, 2004, Upwind conservative scheme for the Saint Venant equations, J. Hydraul. Eng., 130, 977, 10.1061/(ASCE)0733-9429(2004)130:10(977)
Zhang, 2011, 1D finite volume model of unsteady flow over mobile bed, J. Hydrol., 405, 57, 10.1016/j.jhydrol.2011.05.010
Zhang, 2013, Grain-scale nonequilibrium sediment-transport model for unsteady flow, J. Hydraul. Eng., 139, 22, 10.1061/(ASCE)HY.1943-7900.0000645
Zong, 2011, Spatial distribution of deposition within a patch of vegetation, Water Resour. Res., 47, W03516, 10.1029/2010WR009516
