Smith JD, Mclean SR. Spatially averaged flow over a wavy surface. Journal of Geophysical Research-Oceans and Atmospheres, 1977, 82(12): 1735-1746
[2]
Nikora V, Koll K, Mcewan I, et al. Velocity distribution in the roughness layer of rough-bed flows. Journal of Hydraulic Engineering-ASCE, 2004, 130(10): 1036-1042
[3]
Coleman SE, Nikora VI, Mclean SR, et al. Subelement form-drag parameterization in rough-bed flows. Journal of Hydraulic Engineering-ASCE, 2007, 133(2): 121-129
[4]
Aberle J. Measurements of armour layer roughness geometry function and porosity. Acta Geophysica, 2007, 55(1): 23-32
[5]
Dey S, Das R. Gravel-Bed hydrodynamics: Double-averaging approach. Journal of Hydraulic Engineering-ASCE, 2012, 138(8): 707-725
[6]
Mignot E, Hurther D, Barthelemy E. On the structure of shear stress and turbulent kinetic energy flux across the roughness layer of a gravel-bed channel flow. Journal of Fluid Mechanics, 2009, 638: 423-452
[7]
Jimenez J. Turbulent flows over rough walls. Annual Review of Fluid Mechanics, 2004, 36: 173-196
[8]
白静,方红卫,何国建. 非淹没丁坝绕流的三维大涡模拟研究. 力学学报, 2013, 45(2): 151-157 (Bai Jing, Fang Hongwei, He Guojian. Study of non-submerged groin turbulence flowin a shallowopen channel by LES. Chinese Journal of Theoretical and Applied Mechanics, 2013, 45(2): 151-157 (in Chinese))
[9]
Nikora VI, Smart GM. Turbulence characteristics of New Zealand gravel-bed rivers. Journal of Hydraulic Engineering-ASCE, 1997, 123(9): 764-773
[10]
Kironoto BA, Graf WH. Turbulence characteristics in rough uniform open-channel flow. Proceedings of the Institution of Civil Engineers-Water Maritime and Energy, 1994, 106(4): 333-344
[11]
Nikora VI, Rowinski PM. Rough-bed flows in geophysical, environmental, and engineering systems: Double-averaging approach and its applications - preface. Acta Geophysica, 2008, 56(3): 529-533
[12]
Gimenez-Curto LA, Corniero MA. Flow characteristics in the interfacial shear layer between a fluid and a granular bed. Journal of Geophysical Research-Oceans, 2002, 107(C5): 12-1-12-9
[13]
Nikora V, Mcewan I, Mclean S, et al. Double-Averaging concept for rough-bed open-channel and overland flows: Theoretical background. Journal of Hydraulic Engineering-ASCE, 2007, 133(8): 873-883
[14]
Manes C, Pokrajac D, Mcewan I. Double-averaged open-channel flows with small relative submergence. Journal of Hydraulic Engineering-ASCE, 2007, 133(8): 896-904
[15]
Nikora V, Goring D, Mcewan I, et al. Spatially averaged open-channel flow over rough bed. Journal of Hydraulic Engineering-ASCE, 2001, 127(2): 123-133
[16]
Germano M, Piomelli U, Moin P, et al. A dynamic subgrid-scale eddy viscosity model. Physics of Fluids A-Fluid Dynamics, 1991, 3(7): 1760-1765
[17]
Bomminayuni S, Stoesser T. Turbulence statistics in an open-channel flow over a rough bed. Journal of Hydraulic Engineering-ASCE, 2011, 137(11): 1347-1358
[18]
Dasgupta A, Paudyal GN. Characteristics of free-surface flow over gravel bed. Journal of Irrigation and Drainage Engineering-ASCE, 1985, 111(4): 299-318
[19]
陈兴伟,林木生,程年生等. 粗糙透水床面明渠水流的垂线流速分布. 水科学进展, 2013, 24(6): 849-854 (Chen Xingwei, Lin Musheng1, Cheng Niansheng, et al. Velocity profile of turbulent open-channel flows over rough and permeable beds. Advances in Water Science, 2013, 24(6): 849-854 (in Chinese))
[20]
Nezu I, Kadota A, Nakagawa H. Turbulent structure in unsteady depth-varying open-channel flows. Journal of Hydraulic Engineering-ASCE, 1997, 123(9): 752-763
[21]
Manes C, Pokrajac D, Nikora VI, et al. Turbulent friction in flows over permeable walls. Geophysical Research Letters, 2011, 38: L03402
[22]
Manes C, Pokrajac D, Mcewan I, et al. Turbulence structure of open channel flows over permeable and impermeable beds: A comparative study. Physics of Fluids, 2009, 21: 12510912
[23]
Nezu I, Nakagawa H. Turbulence in Open-Channel Flows. Balkema, Rotterdam, Netherlands. 1993
