Bingham
<< Click to Display Table of Contents >> Navigation: Modules > Dam Breach Module > Dam Breach Model > Friction Models > Bingham |
Bingham materials are viscoplastic, non-Newtonian materials that behave as:
•Rigid bodies at low stresses
•Viscous fluids at high stresses
They are defined by both a:
•Yield stress; and
•Dynamic viscosity.
Bingham materials do not flow until the yield stress is exceeded. Once exceeded, flow resistance is a function of the dynamic viscosity and flow velocity.
The Bingham friction equations as implemented in the Dam Breach Model are listed below:
Where:
is the friction slope in the direction (m/m)
is the friction slope in the direction (m/m)
is the yield stress (Pa)
is the fluids dynamic viscosity (Pa·s)
is Manning's roughness coefficient
is gravitational acceleration (m/s²)
is the material density (kg/m³)
is the velocity in the x direction (m/s)
is the velocity in the y direction (m/s)
is the flow depth (m)
, the yield stress (Pa)
, the fluids dynamic viscosity (Pa·s)
, Manning's roughness coefficient
, the material density (kg/m³)