Quasi two-dimensional model for straight overbank flows through emergent vegetation on floodplains

The paper presents a quasi two-dimensional (2D) model calculating depth-averaged velocity and bed shear stress in a straight compound channel with a vegetated floodplain. The model numerically solves the depth-averaged Navier–Stokes equation for the streamwise motion of flow (quasi 2D). Reduction in...

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Bibliographic Details
Main Authors: Ponnambalam Rameshwaran, Koji Shiono
Format: Default Article
Published: 2007
Subjects:
Other built environment and design not elsewhere classified
Quasi two-dimensional model
Overbank flow
Emergent vegetation
cCmpound channel
Floodplain
Drag force
Built Environment and Design not elsewhere classified
Online Access:https://hdl.handle.net/2134/11288
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