SED TEST1 CASE: Difference between revisions
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'''Model Parameters''' | '''Model Parameters''' | ||
The following parameters were used for the Suspended Sediment Test in Channel test case. | |||
{| border = "1" | |||
!Model Parameter | |||
!Variable | |||
!Value | |||
|- | |||
|length, width, depth | |||
|Xsize, Esize, depth | |||
|align="left"|10000 m, 100 m, 10 m | |||
|- | |||
|number of grid spacings | |||
|Lm, Mm, Nm | |||
|align="left"|100, 10, 20 (+variable) | |||
|- | |||
|bottom roughness | |||
|Zob | |||
|align="left"|0.0053 m | |||
|- | |||
|time step | |||
|dt | |||
|align="left"|30 s | |||
|- | |||
|simulation steps | |||
|Ntimes | |||
|align="left"|5000 | |||
|- | |||
|settle velocity | |||
|ws | |||
|align="left"|1.0 mm s-1 | |||
|- | |||
|erosion rate | |||
|E0 | |||
|align="left"|5x10-5 kg m-2 s-1 | |||
|- | |||
|critical stresses | |||
|τce | |||
|align="left"|0.05 N m-2 | |||
|- | |||
|porosity | |||
|ϕ | |||
|align="left"|0.90 | |||
|- | |||
|bed slope | |||
|S0 | |||
|align="left"|4x10-5 | |||
|- | |||
|Inflow/Outflow boundary condition | |||
|u | |||
|align="left"|1 m s-1 |
Revision as of 19:19, 7 April 2008
Suspended Sediment Test in Channel
This case provides a fundamental check of the ability of a model to 1) represent a simple flow, 2) flux material from the bed, and 3) develop a suspended-sediment profile.
This case provides a fundamental check of the ability of a model to 1) represent a simple flow, 2) flux material from the bed, and 3) develop a suspended-sediment profile.

Model Parameters
The following parameters were used for the Suspended Sediment Test in Channel test case.
Model Parameter | Variable | Value |
---|---|---|
length, width, depth | Xsize, Esize, depth | 10000 m, 100 m, 10 m |
number of grid spacings | Lm, Mm, Nm | 100, 10, 20 (+variable) |
bottom roughness | Zob | 0.0053 m |
time step | dt | 30 s |
simulation steps | Ntimes | 5000 |
settle velocity | ws | 1.0 mm s-1 |
erosion rate | E0 | 5x10-5 kg m-2 s-1 |
critical stresses | τce | 0.05 N m-2 |
porosity | ϕ | 0.90 |
bed slope | S0 | 4x10-5 |
Inflow/Outflow boundary condition | u | 1 m s-1 |