메뉴 건너뛰기




Volumn 43, Issue 4, 2007, Pages

Suspended sediment concentration profiles in nonuniform flows: Is the classical perturbative approach suitable for depth-averaged closures?

Author keywords

[No Author keywords available]

Indexed keywords

APPROXIMATION THEORY; CONCENTRATION (PROCESS); PARAMETER ESTIMATION; PERTURBATION TECHNIQUES; SEDIMENTS; SUSPENSIONS (FLUIDS);

EID: 34249000421     PISSN: 00431397     EISSN: None     Source Type: Journal    
DOI: 10.1029/2006WR005183     Document Type: Article
Times cited : (11)

References (25)
  • 1
    • 0023744345 scopus 로고
    • A one-dimensional model for the transport of a sediment mixture in non-equilibrium conditions
    • Armanini, A., and G. Di Silvio (1988), A one-dimensional model for the transport of a sediment mixture in non-equilibrium conditions, J. Hydraul. Res., 26(3), 215-292.
    • (1988) J. Hydraul. Res , vol.26 , Issue.3 , pp. 215-292
    • Armanini, A.1    Di Silvio, G.2
  • 2
    • 1542646176 scopus 로고    scopus 로고
    • Depth integrated modelling of suspended sediment transport
    • doi:10.1029/2002WR001306
    • Bolla Pittaluga, M., and G. Seminara (2003), Depth integrated modelling of suspended sediment transport, Water Resour. Res., 39(5), 1137, doi:10.1029/2002WR001306.
    • (2003) Water Resour. Res , vol.39 , Issue.5 , pp. 1137
    • Bolla Pittaluga, M.1    Seminara, G.2
  • 3
    • 9644307884 scopus 로고    scopus 로고
    • Bolla Pittaluga, M., and G. Seminara (2004), Reply to comment by Z. B. Wang and H. J. De Vriend on Depth integrated modeling of suspended sediment transport, Water Resour. Res., 40, W10802, doi:10.1029/2003WR002988.
    • Bolla Pittaluga, M., and G. Seminara (2004), Reply to comment by Z. B. Wang and H. J. De Vriend on "Depth integrated modeling of suspended sediment transport", Water Resour. Res., 40, W10802, doi:10.1029/2003WR002988.
  • 4
    • 43949154722 scopus 로고
    • Stability, accuracy and efficiency of a semi-implicit method for three-dimensional shallow water
    • Casulli, V., and E. Cattani (1994), Stability, accuracy and efficiency of a semi-implicit method for three-dimensional shallow water, Comput. Math. Appl., 27(1), 99-112.
    • (1994) Comput. Math. Appl , vol.27 , Issue.1 , pp. 99-112
    • Casulli, V.1    Cattani, E.2
  • 7
    • 34249041409 scopus 로고
    • Imperial College, London
    • Dean, R. B. (1974), Aero Rep., 74(11), Imperial College, London.
    • (1974) Aero Rep , vol.74 , Issue.11
    • Dean, R.B.1
  • 9
    • 33746721785 scopus 로고    scopus 로고
    • Effect of suspended load on sandbar instability
    • doi:10.1029/2005WR004399
    • Federici, B., and G. Seminara (2006), Effect of suspended load on sandbar instability, Water Resour. Res., 42, W07407, doi:10.1029/2005WR004399.
    • (2006) Water Resour. Res , vol.42
    • Federici, B.1    Seminara, G.2
  • 10
    • 0021841147 scopus 로고
    • A depth-integrated model for suspended sediment transport
    • Galappatti, R., and C. B. Vreugdenhil (1985), A depth-integrated model for suspended sediment transport, J. Hydraul. Eng., 23(4), 359-377.
    • (1985) J. Hydraul. Eng , vol.23 , Issue.4 , pp. 359-377
    • Galappatti, R.1    Vreugdenhil, C.B.2
  • 11
    • 33749263157 scopus 로고    scopus 로고
    • Phys. Fluids, 18
    • 096601
    • Garotta, V., M. Bolla Pittaluga, and G. Seminara (2006), On the migration of tidal free bars, Phys. Fluids, 18, 096601, 1-14.
    • (2006) , pp. 1-14
    • Garotta, V.1    Bolla Pittaluga, M.2    Seminara, G.3
  • 12
    • 0344166524 scopus 로고
    • Non-equilibrium transport of suspended sediment
    • Hjelmfelt, A. T., and C. W. Lenau (1970), Non-equilibrium transport of suspended sediment, J. Hydraul. Div. Am. Soc. Civ. Eng., 96(HY7), 1567-1586.
    • (1970) J. Hydraul. Div. Am. Soc. Civ. Eng , vol.96 , Issue.HY7 , pp. 1567-1586
    • Hjelmfelt, A.T.1    Lenau, C.W.2
  • 13
    • 0000314925 scopus 로고    scopus 로고
    • High resolution conservative algorithms for advection in incompressible flow
    • Leveque, R. L. (1996), High resolution conservative algorithms for advection in incompressible flow, J. Numer. Anal., 33(1), 627-665.
    • (1996) J. Numer. Anal , vol.33 , Issue.1 , pp. 627-665
    • Leveque, R.L.1
  • 14
    • 0029747496 scopus 로고    scopus 로고
    • Numerical modelling of three-dimensional suspended sediment for estuarine and coastal waters
    • Lin, B., and R. A. Falconer (1996), Numerical modelling of three-dimensional suspended sediment for estuarine and coastal waters, J. Hydraul. Res., 34(4), 435-456.
    • (1996) J. Hydraul. Res , vol.34 , Issue.4 , pp. 435-456
    • Lin, B.1    Falconer, R.A.2
  • 15
    • 0019354531 scopus 로고
    • Mixture theory for suspended sediment transport
    • McTigue, D. F. (1981), Mixture theory for suspended sediment transport, J. Hydraul. Div. Am. Soc. Civ. Eng., 107(HY6), 659-673.
    • (1981) J. Hydraul. Div. Am. Soc. Civ. Eng , vol.107 , Issue.HY6 , pp. 659-673
    • McTigue, D.F.1
  • 16
    • 0018035141 scopus 로고
    • Self formed rivers with stable banks and mobile bed. Part I. The sand-silt river
    • Parker, G. (1978), Self formed rivers with stable banks and mobile bed. Part I. The sand-silt river, J. Fluid Mech., 89, 109-125.
    • (1978) J. Fluid Mech , vol.89 , pp. 109-125
    • Parker, G.1
  • 17
    • 0035839233 scopus 로고    scopus 로고
    • Sand bas in tidal channels. Part 1. Free bars
    • Seminara, G., and M. Tubino (2001), Sand bas in tidal channels. Part 1. Free bars, J. Fluid Mech., 440, 49-74.
    • (2001) J. Fluid Mech , vol.440 , pp. 49-74
    • Seminara, G.1    Tubino, M.2
  • 19
    • 0021222040 scopus 로고
    • Sediment transport. Part II: Suspended load transport
    • van Rijn, L. C. (1984), Sediment transport. Part II: Suspended load transport, J. Hydraul. Eng., 110(11), 1613-1641.
    • (1984) J. Hydraul. Eng , vol.110 , Issue.11 , pp. 1613-1641
    • van Rijn, L.C.1
  • 21
    • 4444243365 scopus 로고    scopus 로고
    • A numerical model for sand bar stability
    • Louvian-La-Neuve, Belgium
    • Vignoli, G., and M. Tubino (2002), A numerical model for sand bar stability, Proceedings of River Flow 2002, Louvian-La-Neuve, Belgium.
    • (2002) Proceedings of River Flow
    • Vignoli, G.1    Tubino, M.2
  • 22
    • 34249053392 scopus 로고    scopus 로고
    • Wang, Z. B. (1989), Mathematical modelling of morphological processes in estuaries, Ph.D. thesis, Communications on Hydraulic and Geotechnical Engineering, Report n. 89-1, Delft University of Technology, Netherlands, ISSN 0169-6548.
    • Wang, Z. B. (1989), Mathematical modelling of morphological processes in estuaries, Ph.D. thesis, Communications on Hydraulic and Geotechnical Engineering, Report n. 89-1, Delft University of Technology, Netherlands, ISSN 0169-6548.
  • 23
    • 0027007390 scopus 로고
    • Theoretical analysis on depth-integrated modelling of suspended sediment transport
    • Wang, Z. B. (1992), Theoretical analysis on depth-integrated modelling of suspended sediment transport, J. Hydraul. Res., 30(3), 403-421.
    • (1992) J. Hydraul. Res , vol.30 , Issue.3 , pp. 403-421
    • Wang, Z.B.1
  • 24
    • 9644259045 scopus 로고    scopus 로고
    • Wang, Z. B., and H. J. De Vriend (2004), Comment on Depth- integrated modeling of suspended sediment transport by M. Bolla Pittaluga and G. Seminara, Water Resour. Res., 40, W10801, doi:10.1029/ 2003WR002620.
    • Wang, Z. B., and H. J. De Vriend (2004), Comment on "Depth- integrated modeling of suspended sediment transport" by M. Bolla Pittaluga and G. Seminara, Water Resour. Res., 40, W10801, doi:10.1029/ 2003WR002620.
  • 25
    • 0034015884 scopus 로고    scopus 로고
    • 3D numerical modeling of flow and sediment transport in open channels
    • Wu, W., W. Rodi, and T. Wenka (2000), 3D numerical modeling of flow and sediment transport in open channels, J. Hydraul. Eng., 126(1), 4-15.
    • (2000) J. Hydraul. Eng , vol.126 , Issue.1 , pp. 4-15
    • Wu, W.1    Rodi, W.2    Wenka, T.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.