A two-dimensional depth-averaged model is derived for open-channel flows in the smooth turbulent case. The derivation is consistently obtained with a method of matched asymptotic expansions in the outer and inner layers using a mixing length model of turbulence including the free-surface reduction of the eddy viscosity. The shear effects are taken into account by an extra tensor variable of the model called enstrophy tensor. The friction coefficient is an explicit expression of the water depth. The three-dimensional (3D) velocity field and the friction velocity can be reconstructed from the values of the depthaveraged quantities. Numerical simulations show that the enstrophy can be used to evaluate the development of the turbulent boundary ...
The section-averaged shallow water model usually applied in river and open channel hydraulics is der...
Turbulent shallow flows are characterized by the presence of horizontal large-scale vortices, caused...
The data sets for mean velocity distributions in smooth shallow OCF are reconsidered to evaluate the...
A two-dimensional depth-averaged model is derived for open-channel flows in the smooth turbulent cas...
A three‐dimensional hydrodynamic model is applied to flows in open channels. The model incorporates ...
NoFree surface flows of practical relevance in many engineering problems are almost always turbulent...
This study demonstrates the importance of a sophisticated sub-grid model when performing a depth-ave...
We investigate the turbulent structure of shallow open channel flows where the flow depth is too sma...
Two approaches have traditionally been used to describe the widening rate of jets and plumes: the di...
The determination of velocity profile in turbulent narrow open channels is a difficult task due to t...
In this study, five depth-averaged 2-D turbulence models for river flows, including the depth-averag...
A one-dimensional depth averaged turbulence model based on volumetric mixing length definition is de...
Free surface flow in open channel transitions is characterized by distributions of velocity and pres...
AbstractA numerical model has been developed that employs the penalty function finite element techni...
The recirculating flows behind a sudden expansion in an open channel are computed using three differ...
The section-averaged shallow water model usually applied in river and open channel hydraulics is der...
Turbulent shallow flows are characterized by the presence of horizontal large-scale vortices, caused...
The data sets for mean velocity distributions in smooth shallow OCF are reconsidered to evaluate the...
A two-dimensional depth-averaged model is derived for open-channel flows in the smooth turbulent cas...
A three‐dimensional hydrodynamic model is applied to flows in open channels. The model incorporates ...
NoFree surface flows of practical relevance in many engineering problems are almost always turbulent...
This study demonstrates the importance of a sophisticated sub-grid model when performing a depth-ave...
We investigate the turbulent structure of shallow open channel flows where the flow depth is too sma...
Two approaches have traditionally been used to describe the widening rate of jets and plumes: the di...
The determination of velocity profile in turbulent narrow open channels is a difficult task due to t...
In this study, five depth-averaged 2-D turbulence models for river flows, including the depth-averag...
A one-dimensional depth averaged turbulence model based on volumetric mixing length definition is de...
Free surface flow in open channel transitions is characterized by distributions of velocity and pres...
AbstractA numerical model has been developed that employs the penalty function finite element techni...
The recirculating flows behind a sudden expansion in an open channel are computed using three differ...
The section-averaged shallow water model usually applied in river and open channel hydraulics is der...
Turbulent shallow flows are characterized by the presence of horizontal large-scale vortices, caused...
The data sets for mean velocity distributions in smooth shallow OCF are reconsidered to evaluate the...