Journal of Water Resource and Protection

Volume 3, Issue 2 (February 2011)

ISSN Print: 1945-3094   ISSN Online: 1945-3108

Google-based Impact Factor: 1.65  Citations  

Modelling Open Channel Flows with Vegetation Using a Three-Dimensional Model

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DOI: 10.4236/jwarp.2011.32013    7,029 Downloads   13,061 Views  Citations

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ABSTRACT

The effects of vegetation on the flow structure are investigated in this paper. In previous studies of modelling vegetated flows, two-equation turbulence models, such as the model, were often used. However, this approach involves a level of uncertainty since the empirical coefficients in these two equations have not yet been satisfactorily obtained for such flow conditions. In addition to this, two extra partial differential equations needing which will result in an increase in the computational cost. The main purpose of the study was therefore to try and acquire accurate velocity profiles without the more advanced two-equation turbulence models. A three-dimensional model using a simple two layer mixing length model was therefore used. The governing hydrodynamic equations were refined to include the effects of drag force induced by vegetation on the flow structure. The model was applied to an experiment flume to study the flow field with vegetations, where experiment data are available. Distributions predicted by the model were compared with laboratory measured ones, with very good agreements being obtained. The results showed that the simple mixing length model could produce accurate complex velocity profile predictions requiring fewer coefficient data and less computation.

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Gao, G. , Falconer, R. and Lin, B. (2011) Modelling Open Channel Flows with Vegetation Using a Three-Dimensional Model. Journal of Water Resource and Protection, 3, 114-119. doi: 10.4236/jwarp.2011.32013.

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