open‐channel flow through simulated vegetation: Suspended sediment transport modeling
暂无分享,去创建一个
[1] Wolfgang Rodi,et al. The prediction of free turbulent boundary layers by use of a two-equation model of turbulence , 1973 .
[2] J. C. Rotta,et al. Turbulent boundary layers in incompressible flow , 1962 .
[3] C. T. Haan,et al. Suspended Sediment Filtration Capacity of Simulated Vegetation , 1976 .
[4] W. Dietrich. Settling velocity of natural particles , 1982 .
[5] Marcelo H. García,et al. Mean Flow and Turbulence in a Laboratory Channel with Simulated Vegatation (HES 51) , 1996 .
[6] G. Parker. Self-formed straight rivers with equilibrium banks and mobile bed. Part 1. The sand-silt river , 1978, Journal of Fluid Mechanics.
[7] J. Rotta,et al. Statistische Theorie nichthomogener Turbulenz , 1951 .
[8] H. Rouse,et al. Modern conceptions of the mechanics of turbulence , 1937 .
[9] Ernest W. Tollner,et al. Sedimentology of Erect Vegetal Filters , 1982 .
[10] M. S. Uberoi. Equipartition of Energy and Local Isotropy in Turbulent Flows , 1957 .
[11] M. Raupach,et al. Averaging procedures for flow within vegetation canopies , 1982 .
[12] R. A. Antonia,et al. Rough-Wall Turbulent Boundary Layers , 1991 .
[13] W. Rodi. A new algebraic relation for calculating the Reynolds stresses , 1976 .
[14] Marcelo Horacio Garcia,et al. Entrainment of Bed Sediment into Suspension , 1991 .
[15] Fabian Lopez. Open-Channel Flow With Roughness Elements of Different Spanwise Aspect Ratios: Turbulence Structure and Numerical Modeling , 1997 .
[16] W. Graf. Hydraulics of Sediment Transport , 1984 .
[17] M. Selim Yalin,et al. Mechanics of sediment transport , 1972 .
[18] Marcelo Horacio Garcia,et al. Open-Channel Flow Through Simulated Vegetation: Turbulence Modeling and Sediment Transport. , 1997 .