The accuracy of predictions using an analytical model for a lateral depth varying open channel flow can be affected by the friction factor and the dimensionless eddy viscosity. In this paper, different approaches to determine these two parameters are discussed by comparing analytical results with experimental data obtained from a symmetrical trapezoidal compound open channel. To reflect different hydraulic characteristics along the wetted perimeter, the trapezoidal cross-section was divided into several sub-sections, and the friction factor in each sub-section was calculated with Manning's formula by adopting local hydraulic parameters. The wetted perimeters of main channel and side slope included the interface between panels to reflect the...
Flows in compound open-channels present important turbulent shear stresses at the tran- sition regio...
A linear stability analysis of lateral motions in shallow flow open channels with a free surface is ...
The energy coefficient ( a ) and momentum coefficient ( p ) for turbulent shearflow in an open chann...
Transverse mixing characteristics of solute in the open channel flow can provide useful information ...
Abstract The Shiono and Knight Method (SKM) is widely used to predict the lateral distribution of de...
The present work investigates the analysis of depth-averaged velocity and boundary shear stress dist...
This research examines the flow in both simple and compound channels through numerical and physical ...
The flow structure of a compound channel is a complicated process due to the transfer of momentum be...
The proposed method by Shiono and Knight (SKM) is able to predict the lateral depth-averaged velocit...
The commercially available Computational Fluid Dynamics (CFD) software ANSYS-CFX version 11 (2008) i...
This research aims at flow in compound channels using physical modelling, are important for understa...
Abstract. Flow modeling in a compound channel is a complex matter. Indeed, due to the smaller veloci...
The Shiono and Knight Method (SKM) is widely used to predict the lateral distribution of depth-avera...
Most natural rivers consist of a main channel and the adjacent floodplains. The various subdivision ...
The Shiono and Knight Method (SKM) is widely used to predict the lateral distribution of depth-avera...
Flows in compound open-channels present important turbulent shear stresses at the tran- sition regio...
A linear stability analysis of lateral motions in shallow flow open channels with a free surface is ...
The energy coefficient ( a ) and momentum coefficient ( p ) for turbulent shearflow in an open chann...
Transverse mixing characteristics of solute in the open channel flow can provide useful information ...
Abstract The Shiono and Knight Method (SKM) is widely used to predict the lateral distribution of de...
The present work investigates the analysis of depth-averaged velocity and boundary shear stress dist...
This research examines the flow in both simple and compound channels through numerical and physical ...
The flow structure of a compound channel is a complicated process due to the transfer of momentum be...
The proposed method by Shiono and Knight (SKM) is able to predict the lateral depth-averaged velocit...
The commercially available Computational Fluid Dynamics (CFD) software ANSYS-CFX version 11 (2008) i...
This research aims at flow in compound channels using physical modelling, are important for understa...
Abstract. Flow modeling in a compound channel is a complex matter. Indeed, due to the smaller veloci...
The Shiono and Knight Method (SKM) is widely used to predict the lateral distribution of depth-avera...
Most natural rivers consist of a main channel and the adjacent floodplains. The various subdivision ...
The Shiono and Knight Method (SKM) is widely used to predict the lateral distribution of depth-avera...
Flows in compound open-channels present important turbulent shear stresses at the tran- sition regio...
A linear stability analysis of lateral motions in shallow flow open channels with a free surface is ...
The energy coefficient ( a ) and momentum coefficient ( p ) for turbulent shearflow in an open chann...