메뉴 건너뛰기




Volumn 229, Issue 23, 2010, Pages 8704-8732

An Exner-based coupled model for two-dimensional transient flow over erodible bed

Author keywords

2D weak solutions; Bank equilibrium; Bedload sediment transport; Exner equation; Finite volume method; Roe method; Shallow water

Indexed keywords

EQUATIONS OF MOTION; FLOW VELOCITY; SEDIMENT TRANSPORT;

EID: 77956920338     PISSN: 00219991     EISSN: 10902716     Source Type: Journal    
DOI: 10.1016/j.jcp.2010.08.006     Document Type: Article
Times cited : (99)

References (29)
  • 1
    • 0023728045 scopus 로고
    • Model for flood propagation on initially dry land
    • Akanbi A.A., Katopodes N.D. Model for flood propagation on initially dry land. J. Hydraul. Eng. 1987, 114:689-706.
    • (1987) J. Hydraul. Eng. , vol.114 , pp. 689-706
    • Akanbi, A.A.1    Katopodes, N.D.2
  • 2
    • 14644403662 scopus 로고    scopus 로고
    • A general formula for non-cohesive bed load sediment transport
    • Camenen B., Larson M. A general formula for non-cohesive bed load sediment transport. Estuarine Coastal Shelf Sci. 2005, 63:249-260.
    • (2005) Estuarine Coastal Shelf Sci. , vol.63 , pp. 249-260
    • Camenen, B.1    Larson, M.2
  • 3
    • 37349007276 scopus 로고    scopus 로고
    • Sediment transport models in shallow water equations and numerical approach by high order finite volume methods
    • Castro Diaz M.J., Fernandez-Nieto E.D., Ferreiro A.M. Sediment transport models in shallow water equations and numerical approach by high order finite volume methods. Comput. Fluids 2008, 37:299-316.
    • (2008) Comput. Fluids , vol.37 , pp. 299-316
    • Castro Diaz, M.J.1    Fernandez-Nieto, E.D.2    Ferreiro, A.M.3
  • 4
    • 65849486600 scopus 로고    scopus 로고
    • Two-dimensional sediment transport models in shallow water equations. A second order finite volume approach on unstructured meshes
    • Castro Diaz M.J., Fernandez-Nieto E.D., Ferreiro A.M., Pars C. Two-dimensional sediment transport models in shallow water equations. A second order finite volume approach on unstructured meshes. Comput. Methods Appl. Mech. Eng. 2009, 198:2520-2538.
    • (2009) Comput. Methods Appl. Mech. Eng. , vol.198 , pp. 2520-2538
    • Castro Diaz, M.J.1    Fernandez-Nieto, E.D.2    Ferreiro, A.M.3    Pars, C.4
  • 6
    • 85190818491 scopus 로고
    • The Bed-load Function for Sediment Transportation in Open Channel Flows, Tech. Rep. 1026, US Department of Agriculture, Technical Bulletin, Washington, DC, USA
    • H.A. Einstein, The Bed-load Function for Sediment Transportation in Open Channel Flows, Tech. Rep. 1026, US Department of Agriculture, Technical Bulletin, Washington, DC, USA, 1950.
    • (1950)
    • Einstein, H.A.1
  • 7
    • 85190817423 scopus 로고
    • Sediments Transport by Waves and Currents, SERC London Cent. Mar. Technol., Report No. FL29
    • A. Grass, Sediments Transport by Waves and Currents, SERC London Cent. Mar. Technol., Report No. FL29, 1981.
    • (1981)
    • Grass, A.1
  • 8
    • 85190764703 scopus 로고    scopus 로고
    • Numerical Techniques for Morphodynamic Modelling. Ph.D. Thesis, Department of Mathematics, The University of Reading, Whiteknigths, Reading
    • J. Hudson, Numerical Techniques for Morphodynamic Modelling. Ph.D. Thesis, Department of Mathematics, The University of Reading, Whiteknigths, Reading, 2001.
    • (2001)
    • Hudson, J.1
  • 9
    • 0346640328 scopus 로고    scopus 로고
    • Formulations for numerically approximating hyperbolic systems governing sediment transport
    • Hudson J., Sweby P.K. Formulations for numerically approximating hyperbolic systems governing sediment transport. J. Sci. Comput. 2002, 19:225-251.
    • (2002) J. Sci. Comput. , vol.19 , pp. 225-251
    • Hudson, J.1    Sweby, P.K.2
  • 10
    • 16244420099 scopus 로고    scopus 로고
    • A high-resolution scheme for the equations governing 2D bed-load sediment transport
    • Hudson J., Sweby P.K. A high-resolution scheme for the equations governing 2D bed-load sediment transport. Int. J. Numer. Methods Fluids 2005, 47:1085-1091.
    • (2005) Int. J. Numer. Methods Fluids , vol.47 , pp. 1085-1091
    • Hudson, J.1    Sweby, P.K.2
  • 12
    • 0000472939 scopus 로고
    • Movement of sediment as bed load in rivers
    • Kalinske A. Movement of sediment as bed load in rivers. Trans. AGU 1947, 28:615-620.
    • (1947) Trans. AGU , vol.28 , pp. 615-620
    • Kalinske, A.1
  • 13
    • 34247362107 scopus 로고    scopus 로고
    • Dam-break induced morphological changes in a channel with uniform sediments: measurements by a laser-sheet imaging technique
    • Extra Issue
    • Soares-Frazao S., Le Grelle N., Spinewine B., Zech Y. Dam-break induced morphological changes in a channel with uniform sediments: measurements by a laser-sheet imaging technique. J. Hydraul. Res. 2007, 45(Extra Issue):87-95.
    • (2007) J. Hydraul. Res. , vol.45 , pp. 87-95
    • Soares-Frazao, S.1    Le Grelle, N.2    Spinewine, B.3    Zech, Y.4
  • 15
    • 0001522672 scopus 로고
    • Definition and weak stability of nonconservative products
    • Dal Maso G., LeFloch P.G., Murat F. Definition and weak stability of nonconservative products. Math. Pure Appl. 1995, 74:483-548.
    • (1995) Math. Pure Appl. , vol.74 , pp. 483-548
    • Dal Maso, G.1    LeFloch, P.G.2    Murat, F.3
  • 16
    • 0002841755 scopus 로고
    • Formulae for bed-load transport, in: Report on the 2nd Meeting International Association Hydraulic Structure Research Stockholm, Sweden
    • E. Meyer-Peter, R. Mueller, Formulae for bed-load transport, in: Report on the 2nd Meeting International Association Hydraulic Structure Research Stockholm, Sweden, 1948, pp. 39-64.
    • (1948) , pp. 39-64
    • Meyer-Peter, E.1    Mueller, R.2
  • 17
    • 39549095826 scopus 로고    scopus 로고
    • Time step restrictions for well balanced shallow water solutions in non-zero velocity steady states
    • Murillo J., Garcia-Navarro P., Burguete J. Time step restrictions for well balanced shallow water solutions in non-zero velocity steady states. Int. J. Numer. Methods Fluids 2008, 56:661-686.
    • (2008) Int. J. Numer. Methods Fluids , vol.56 , pp. 661-686
    • Murillo, J.1    Garcia-Navarro, P.2    Burguete, J.3
  • 18
    • 67349116002 scopus 로고    scopus 로고
    • Conservative numerical simulation of multicomponent transport in two-dimensional unsteady shallow water flow
    • Murillo J., Garcia-Navarro P., Burguete J. Conservative numerical simulation of multicomponent transport in two-dimensional unsteady shallow water flow. J. Comput. Phys. 2009, 228:5539-5573.
    • (2009) J. Comput. Phys. , vol.228 , pp. 5539-5573
    • Murillo, J.1    Garcia-Navarro, P.2    Burguete, J.3
  • 19
    • 77950041338 scopus 로고    scopus 로고
    • Weak solutions for partial differential equations with source terms: application to the shallow water equations
    • Murillo J., Garcia-Navarro P. Weak solutions for partial differential equations with source terms: application to the shallow water equations. J. Comput. Phys. 2010, 229:4327-4368.
    • (2010) J. Comput. Phys. , vol.229 , pp. 4327-4368
    • Murillo, J.1    Garcia-Navarro, P.2
  • 20
    • 0003851053 scopus 로고
    • Coastal Bottom Boundary Layers and Sediment Transport
    • World Scientific Publishing
    • Nielsen P. Coastal Bottom Boundary Layers and Sediment Transport. Advanced Series on Ocean Engineering 1992, vol. 4. World Scientific Publishing.
    • (1992) Advanced Series on Ocean Engineering , vol.4
    • Nielsen, P.1
  • 21
    • 0344237806 scopus 로고
    • A Basis for Upwind Differencing of the Two-Dimensional Unsteady Euler Equations
    • Oxford University Press, Oxford
    • Roe P.L. A Basis for Upwind Differencing of the Two-Dimensional Unsteady Euler Equations. Numerical Methods in Fluid Dynamics 1986, vol. II. Oxford University Press, Oxford.
    • (1986) Numerical Methods in Fluid Dynamics , vol.2
    • Roe, P.L.1
  • 22
    • 67349095105 scopus 로고    scopus 로고
    • Generalized Roe schemes for 1D two-phase, free-surface flows over a mobile bed
    • Rosatti G., Murillo J., Fraccarollo L. Generalized Roe schemes for 1D two-phase, free-surface flows over a mobile bed. J. Comput. Phys. 2007, 54:543-590.
    • (2007) J. Comput. Phys. , vol.54 , pp. 543-590
    • Rosatti, G.1    Murillo, J.2    Fraccarollo, L.3
  • 23
    • 0021177026 scopus 로고
    • Sediment transport formula for steep channels
    • Smart G. Sediment transport formula for steep channels. J. Hydraul. Eng. 1984, 3:267-276.
    • (1984) J. Hydraul. Eng. , vol.3 , pp. 267-276
    • Smart, G.1
  • 24
    • 34247203107 scopus 로고    scopus 로고
    • Small-scale laboratory dam-break waves on movable beds
    • Extra Issue
    • Spinewine B., Zech Y. Small-scale laboratory dam-break waves on movable beds. J. Hydraul. Res. 2007, 45(Extra Issue):73-86.
    • (2007) J. Hydraul. Res. , vol.45 , pp. 73-86
    • Spinewine, B.1    Zech, Y.2
  • 27
    • 0348194970 scopus 로고    scopus 로고
    • Improved treatment of source terms in upwind schemes for the shallow water equations in channels with irregular geometry
    • Vázquez-Cendón M.E. Improved treatment of source terms in upwind schemes for the shallow water equations in channels with irregular geometry. J. Comput. Phys. 1999, 148:497-498.
    • (1999) J. Comput. Phys. , vol.148 , pp. 497-498
    • Vázquez-Cendón, M.E.1
  • 29
    • 40749118389 scopus 로고    scopus 로고
    • One-dimensional explicit finite-volume model for sediment transport with transient flows over movable beds
    • Wu W. One-dimensional explicit finite-volume model for sediment transport with transient flows over movable beds. J. Hydraul. Res. 2008, 46:87-98.
    • (2008) J. Hydraul. Res. , vol.46 , pp. 87-98
    • Wu, W.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.