메뉴 건너뛰기




Volumn 37, Issue 1-2, 2013, Pages 540-553

Depth-averaged modeling of free surface flows in open channels with emerged and submerged vegetation

Author keywords

Depth averaged modeling; Emerged and submerged vegetation; K Turbulent model; Manning equation; SIMPLEC algorithm

Indexed keywords

DEPTH-AVERAGED MODELING; MANNING EQUATION; SIMPLEC ALGORITHM; SUBMERGED VEGETATION; TURBULENT MODELS;

EID: 84868506127     PISSN: 0307904X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.apm.2012.02.049     Document Type: Article
Times cited : (36)

References (29)
  • 1
  • 3
    • 0030275366 scopus 로고    scopus 로고
    • Hydrodynamic behavior of partly vegetated open channels
    • Naot D., Nezu I., Nakagawa H. Hydrodynamic behavior of partly vegetated open channels. ASCE J. Hydraul. Eng. 1996, 122(11):625-633.
    • (1996) ASCE J. Hydraul. Eng. , vol.122 , Issue.11 , pp. 625-633
    • Naot, D.1    Nezu, I.2    Nakagawa, H.3
  • 4
    • 0032893451 scopus 로고    scopus 로고
    • Drag, turbulence, and diffusion in flow through emergent vegetation
    • Nepf H.M. Drag, turbulence, and diffusion in flow through emergent vegetation. Water Resour. Res. 1999, 35(2):479-489.
    • (1999) Water Resour. Res. , vol.35 , Issue.2 , pp. 479-489
    • Nepf, H.M.1
  • 5
    • 67651011952 scopus 로고    scopus 로고
    • Flow structures and momentum transport processes in curved open channels with vegetation
    • Graz, Austria.
    • A. Tominaga, M. Nagao, I. Nezu, Flow structures and momentum transport processes in curved open channels with vegetation, in: 28th IAHR Congress, 1999, Graz, Austria.
    • (1999) in: 28th IAHR Congress
    • Tominaga, A.1    Nagao, M.2    Nezu, I.3
  • 6
    • 0034475062 scopus 로고    scopus 로고
    • Flow structure in depth-limited, vegetated flow
    • Nepf H.M., Vivoni E.R. Flow structure in depth-limited, vegetated flow. J. Geophys. Res. 2000, 105(C12):28547-28557.
    • (2000) J. Geophys. Res. , vol.105 , Issue.C12 , pp. 28547-28557
    • Nepf, H.M.1    Vivoni, E.R.2
  • 7
    • 0034532929 scopus 로고    scopus 로고
    • Calculating shear stress at channel overbank interfaces in straight channels with vegetated floodplains
    • Thornton C.I., Abt S.R., Morris C.E., Fischenich J.C. Calculating shear stress at channel overbank interfaces in straight channels with vegetated floodplains. ASCE J. Hydraul. Eng. 2001, 26(12):929-936.
    • (2001) ASCE J. Hydraul. Eng. , vol.26 , Issue.12 , pp. 929-936
    • Thornton, C.I.1    Abt, S.R.2    Morris, C.E.3    Fischenich, J.C.4
  • 8
    • 0035674473 scopus 로고    scopus 로고
    • Turbulent structures in partly vegetated open-channel flows with LDA and PIV measurements
    • Nezu I., Kouki O. Turbulent structures in partly vegetated open-channel flows with LDA and PIV measurements. J. Hydraul. Res. 2001, 39(6):629-642.
    • (2001) J. Hydraul. Res. , vol.39 , Issue.6 , pp. 629-642
    • Nezu, I.1    Kouki, O.2
  • 9
    • 0036226592 scopus 로고    scopus 로고
    • Using simulated emergent vegetation to alter stream flow direction within a straight experimental channel
    • Bennett S.J., Pirim Taner, Barkdoll B.D. Using simulated emergent vegetation to alter stream flow direction within a straight experimental channel. Geomorphology 2002, 44:115-126.
    • (2002) Geomorphology , vol.44 , pp. 115-126
    • Bennett, S.J.1    Pirim, T.2    Barkdoll, B.D.3
  • 10
  • 11
    • 0016534715 scopus 로고
    • Analysis of flow through vegetation
    • Petryk S., Bosmajian I.I.IG. Analysis of flow through vegetation. J. Hydrol. Div. 1975, 101(7):871-884.
    • (1975) J. Hydrol. Div. , vol.101 , Issue.7 , pp. 871-884
    • Petryk, S.1    Bosmajian, I.I.I.G.2
  • 12
    • 0029777619 scopus 로고    scopus 로고
    • A numerical model for assessing the additional resistance to flow introduced by flexible vegetation
    • Kutija V., Hong H.T.M. A numerical model for assessing the additional resistance to flow introduced by flexible vegetation. J. Hydraul. Res. 1996, 34(1):99-114.
    • (1996) J. Hydraul. Res. , vol.34 , Issue.1 , pp. 99-114
    • Kutija, V.1    Hong, H.T.M.2
  • 13
    • 0036566256 scopus 로고    scopus 로고
    • Hydraulic resistance of flow in channels with cylindrical roughness
    • Stone A.M., Shen H.T. Hydraulic resistance of flow in channels with cylindrical roughness. ASCE J. Hydraul. Eng. 2002, 128(5):500-506.
    • (2002) ASCE J. Hydraul. Eng. , vol.128 , Issue.5 , pp. 500-506
    • Stone, A.M.1    Shen, H.T.2
  • 14
    • 0030932055 scopus 로고    scopus 로고
    • Nongrid, nonsubmerged vegetative roughness on Floodplains
    • Fahi M.M., Kouwen N. Nongrid, nonsubmerged vegetative roughness on Floodplains. ASCE J. Hydraul. Eng. 1997, 123(1):51-57.
    • (1997) ASCE J. Hydraul. Eng. , vol.123 , Issue.1 , pp. 51-57
    • Fahi, M.M.1    Kouwen, N.2
  • 15
    • 0036713867 scopus 로고    scopus 로고
    • Measuring the flow resistance of submerged grass
    • Wilson C.A.M.E., Horritt M.S. Measuring the flow resistance of submerged grass. Hydrol. Proc. 2002, 16(13):2589-2598.
    • (2002) Hydrol. Proc. , vol.16 , Issue.13 , pp. 2589-2598
    • Wilson, C.A.M.E.1    Horritt, M.S.2
  • 16
    • 0033197642 scopus 로고    scopus 로고
    • Variation of roughness coefficients for unsubmerged and submerged vegetation
    • Wu F.C., Shen H.W., Chou Y.J. Variation of roughness coefficients for unsubmerged and submerged vegetation. ASCE J. Hydraul. Eng. 1999, 125(9):934-942.
    • (1999) ASCE J. Hydraul. Eng. , vol.125 , Issue.9 , pp. 934-942
    • Wu, F.C.1    Shen, H.W.2    Chou, Y.J.3
  • 18
    • 0036901510 scopus 로고    scopus 로고
    • 1D unsteady-state flow simulation of a section of the upper Rhine
    • Yoshida H., Dittrich A. 1D unsteady-state flow simulation of a section of the upper Rhine. J. Hydrol. 2002, 269:79-88.
    • (2002) J. Hydrol. , vol.269 , pp. 79-88
    • Yoshida, H.1    Dittrich, A.2
  • 19
    • 0032070637 scopus 로고    scopus 로고
    • Shallow-water turbulence modelling and horizontal large-eddy computation of river flow
    • Nadaoka K., Yagi H. Shallow-water turbulence modelling and horizontal large-eddy computation of river flow. ASCE J. Hydraul. Eng. 1998, 124:493-500.
    • (1998) ASCE J. Hydraul. Eng. , vol.124 , pp. 493-500
    • Nadaoka, K.1    Yagi, H.2
  • 20
    • 0041313897 scopus 로고    scopus 로고
    • Floodplain friction parameterization in two-dimensional river flood models using vegetation heights derived from airborne scanning laser altimetry
    • David C.M., Horritt M.S. Floodplain friction parameterization in two-dimensional river flood models using vegetation heights derived from airborne scanning laser altimetry. Hydrol. Proc. 2003, 17:1711-1732.
    • (2003) Hydrol. Proc. , vol.17 , pp. 1711-1732
    • David, C.M.1    Horritt, M.S.2
  • 21
    • 7244251606 scopus 로고    scopus 로고
    • Estimates of flow resistance and eddy viscosity coefficients for 2D modelling on vegetated floodplains
    • Vionnet C.A., Tassi P.A., Vide M.J.P. Estimates of flow resistance and eddy viscosity coefficients for 2D modelling on vegetated floodplains. Hydrol. Proc. 2004, 18:2907-2926.
    • (2004) Hydrol. Proc. , vol.18 , pp. 2907-2926
    • Vionnet, C.A.1    Tassi, P.A.2    Vide, M.J.P.3
  • 22
    • 17844383982 scopus 로고    scopus 로고
    • A depth averaged two-dimensional model for flow, sediment transport, and bed topography in curved channels with riparian vegetation
    • Wu W., Shields F.D., Bennett S.J., Wang S.S.Y. A depth averaged two-dimensional model for flow, sediment transport, and bed topography in curved channels with riparian vegetation. Water Resour. Res. 2005, 41:1-15.
    • (2005) Water Resour. Res. , vol.41 , pp. 1-15
    • Wu, W.1    Shields, F.D.2    Bennett, S.J.3    Wang, S.S.Y.4
  • 23
    • 18244431926 scopus 로고    scopus 로고
    • Mean flow and turbulence structure of open-channel flow through non-emergent vegetation
    • López F., García M.H. Mean flow and turbulence structure of open-channel flow through non-emergent vegetation. ASCE J. Hydraul. Eng. 2001, 127(5):392-402.
    • (2001) ASCE J. Hydraul. Eng. , vol.127 , Issue.5 , pp. 392-402
    • López, F.1    García, M.H.2
  • 24
    • 0037055510 scopus 로고    scopus 로고
    • Large eddy simulation of free surface turbulent flow in partly vegetated open channels
    • Su X.H., Li C.W. Large eddy simulation of free surface turbulent flow in partly vegetated open channels. Int. J. Numer. Mech. Fluids 2002, 39:919-937.
    • (2002) Int. J. Numer. Mech. Fluids , vol.39 , pp. 919-937
    • Su, X.H.1    Li, C.W.2
  • 25
    • 71849087168 scopus 로고    scopus 로고
    • A 3D non-linear k-ε turbulent model for prediction of flow and mass transport in channel with vegetation
    • Zhang M.L., Li C.W., Shen Y.M. A 3D non-linear k-ε turbulent model for prediction of flow and mass transport in channel with vegetation. Appl. Math. Modell. 2010, 34:1021-1031.
    • (2010) Appl. Math. Modell. , vol.34 , pp. 1021-1031
    • Zhang, M.L.1    Li, C.W.2    Shen, Y.M.3
  • 26
    • 55549119297 scopus 로고    scopus 로고
    • Numerical simulation of laminar flow past a circular cylinder
    • Rajani B.N., Kandasamy A., Majumdar Sekhar Numerical simulation of laminar flow past a circular cylinder. Appl. Math. Model. 2009, 33:1228-1247.
    • (2009) Appl. Math. Model. , vol.33 , pp. 1228-1247
    • Rajani, B.N.1    Kandasamy, A.2    Majumdar, S.3
  • 27
    • 84868500659 scopus 로고
    • Über den Erosionsbeginn bei der überströmung von flexiblen Rauheitselementen. Mitteilungen des Leichtweiss Institutes für Wasserbau der Technischen Universität Braunschweig, Deft
    • B. Haber, Über den Erosionsbeginn bei der überströmung von flexiblen Rauheitselementen. Mitteilungen des Leichtweiss Institutes für Wasserbau der Technischen Universität Braunschweig, Deft 74, 1982.
    • (1982) , vol.74
    • Haber, B.1
  • 28
    • 0031148421 scopus 로고    scopus 로고
    • Depth-averaged hydrodynamic model in curvilinear collocated grid
    • Jian Y., McCorquodale J.A. Depth-averaged hydrodynamic model in curvilinear collocated grid. ASCE J. Hydraul. Eng. 1997, 123(5):380-388.
    • (1997) ASCE J. Hydraul. Eng. , vol.123 , Issue.5 , pp. 380-388
    • Jian, Y.1    McCorquodale, J.A.2
  • 29
    • 34247223117 scopus 로고    scopus 로고
    • Flow through trapezoidal and rectangular channels with rigid cylinders
    • Gregory V.W. Flow through trapezoidal and rectangular channels with rigid cylinders. ASCE J. Hydraul. Eng. 2007, 133(5):521-533.
    • (2007) ASCE J. Hydraul. Eng. , vol.133 , Issue.5 , pp. 521-533
    • Gregory, V.W.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.