References
- Baptist , M. J. 2007 . On inducing equations for vegetation resistance . Journal of Hydraulic Research , 45 ( 4 ) : 435 – 450 .
- Ghisalberti, M., 2007. The impact of submerged canopies on open channel hydrodynamics. Fifth International Symposium on Environmental Hydraulics, Tempe, AZ. USA, 4–7 December, 2007.
- Green , S. R. 1992 . Modelling turbulent air flow in a stand of widely-spaced trees . PHOENICS Journal of Computational Fluid Dynamics and Application , 5 : 294 – 312 .
- Guan, Y. and Altinakar, M.S., 2002. Modeling of lateral flow distribution in compound channels. Proceedings of the International Conference of Fluvial Hydraulics. A.A. Balkema Publishers, Vol. 1:169–175.
- Ikeda , S. and Mcewan , I. K. 2009 . Flow and sediment transport in compound channels , IAHR International Association of Hydraulic Engineering and Research .
- Jahra , F. 2010a . Experimental and numerical analysis of open channel flows with submerged and emergent vegetations . Annual Journal of Hydraulic Engineering, JSCE , 54 : 169 – 174 .
- Jahra, F., et al., 2010b. Mean flow and turbulence structure in meandering open channel flows with submerged and emergent vegetation. Proceedings of the International Conference on Fluvial Hydraulics (RiverFlow2010), Braunschweig, Germany, Vol. 1:153–161.
- Jing , H. 2009 . Three-dimensional numerical simulation of compound meandering open channel flow by the Reynolds stress model . International Journal for Numerical Methods in Fluids , 59 : 927 – 943 .
- Kang , H. and Choi , S. K. 2006 . Turbulence modeling of compound open-channel flows with and without vegetation on the floodplain using the Reynolds stress model . Advances in Water Resources , 29 : 1650 – 1664 .
- Kimura , I. and Hosoda , T. 2003 . A non-linear k−ϵ model with realizability for prediction of flows around bluff bodies . International Journal for Numerical Methods in Fluids , 42 : 813 – 837 .
- Liu , J. 1996 . “ E–ϵ modelling of turbulent air flow downwind of a model forest edge ” . In Boundary-Layer Meteorology , Vol. 77 , 21 – 44 . Kluwer Academic Publishers .
- Lopez , F. and Garcia , M. 2001 . Mean flow and turbulence structure of open-channel flow through non-emergent vegetation . Journal of Hydraulic Engineering , 127 ( 5 ) : 392 – 402 .
- Mcbridge , M. 2007 . The influence of riparian vegetation on near-bank turbulence: a flume experiment . Earth Surface Processes and Landforms , 32 : 2019 – 2037 .
- Naot , D. , Nezu , I. and Nakagawa , H. 1996 . Hydrodynamic behavior of partly vegetated open-channels . Journal of Hydraulic Engineering , 122 ( 11 ) : 625 – 633 .
- Nikora , V. 2007 . Double-averaging concept for rough-bed open-channel and overland flows: theoretical background . Journal of Hydraulic Engineering , 133 : 873 – 883 .
- Pasche , E. and Rouve , G. 1985 . Overbank flow with vegetatively roughened flood plains . Journal of Hydraulic Engineering , 111 ( 9 ) : 1262 – 1278 .
- Poggi , D. 2004 . The effect of vegetation density on canopy sub-layer turbulence . Boundary-Layer Meteorology , 111 : 565 – 587 .
- Rameshwaran , P. and Shiono , K. 2007 . Quasi two-dimensional model for straight overbank flows through emergent vegetation on floodplains . Journal of Hydraulic Research , 45 ( 3 ) : 302 – 315 .
- Raupach , M. R. and Shaw , R. H. 1982 . Averaging procedures for flow within vegetation canopies . Boundary-Layer Meteorology , 61 : 47 – 64 .
- Rodi , W. 1984 . Turbulence models and their applications in hydraulics. A state-of-art review , Delft, , The Netherlands : International Association for Hydraulic Research .
- Shiono , K. and Knight , D. W. 1991 . Turbulent open-channel flows with variable depth across the channel . Journal of Fluid Mechanics , 222 : 617 – 646 .
- Tominaga , A. and Nezu , I. 1991 . Turbulent structure in compound open-channel flows . Journal of Hydraulic Engineering , 117 ( 1 ) : 21 – 41 .