CSTMS SEDTOY: Difference between revisions
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Brief Description of Model Test Case. | Brief Description of Model Test Case. | ||
[[Image: | [[Image:sed_toy.jpg|center]] | ||
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|align="center"|<span class="blue">1/Pn</span> | |align="center"|<span class="blue">1/Pn</span> | ||
|10 | |10 | ||
|} | |} | ||
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:{| border="1" | :{| border="1" | ||
|Size | |Size | ||
|align="center"|<span class="blue"> | |align="center"|<span class="blue">MUD_SD50</span> | ||
|0.01 mm | |0.01 mm | ||
|0.005mm | |0.005mm | ||
|- | |- | ||
|Density | |Density | ||
|align="center"|<span class ="blue"> | |align="center"|<span class ="blue">MUD_SRHO<span> | ||
|2650 kg/m<sup>3</sup> | |2650 kg/m<sup>3</sup> | ||
|2400 kg/m<sup>3</sup> | |2400 kg/m<sup>3</sup> | ||
|- | |- | ||
|Settling Velocity | |Settling Velocity | ||
|align="center"|<span class="blue"> | |align="center"|<span class="blue">MUD_WSED</span> | ||
|0.1 mm/s | |0.1 mm/s | ||
|0.01 mm/s | |0.01 mm/s | ||
|- | |- | ||
|Critical Shear Stress (Erosion) | |Critical Shear Stress (Erosion) | ||
|align="center"|<span class="blue"> | |align="center"|<span class="blue">MUD_TAU_CE</span> | ||
|0.01 N/m<sup>2</sup></span> | |0.01 N/m<sup>2</sup></span> | ||
|0.01 N/m<sup>2</sup></span> | |0.01 N/m<sup>2</sup></span> | ||
|- | |- | ||
|Critical Shear Stress (Deposition) | |Critical Shear Stress (Deposition) | ||
|align="center"|<span class="blue"> | |align="center"|<span class="blue">MUD_TAU_CD</span> | ||
|0.1 N/m<sup>2</sup></span> | |0.1 N/m<sup>2</sup></span> | ||
|0.1 N/m<sup>2</sup></span> | |0.1 N/m<sup>2</sup></span> | ||
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|- | |- | ||
|Init Susp Concentraion | |Init Susp Concentraion | ||
|align="center"|<span class="blue"> | |align="center"|<span class="blue">MUD_CSED</span> | ||
|0 kg/m<sup>3</sup> | |0 kg/m<sup>3</sup> | ||
|10 kg/m<sup>3</sup> | |10 kg/m<sup>3</sup> | ||
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|5e-5 kg/m<sup>2</sup>/s | |5e-5 kg/m<sup>2</sup>/s | ||
|5e-5 kg/m<sup>2</sup>/s | |5e-5 kg/m<sup>2</sup>/s | ||
| | |- | ||
|Porosity | |Porosity | ||
|align="center"|<span class="blue"> | |align="center"|<span class="blue">MUD_POROS</span> | ||
|0.3 | |0.3 | ||
|0.3 | |0.3 | ||
|- | |- | ||
|} | |||
==Forcing== | ==Forcing== | ||
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No Coriolis<br> | No Coriolis<br> | ||
No heating/cooling<br> | No heating/cooling<br> | ||
No waves<br> | No waves<br> | ||
Winds: A constant surface stress of .0001 m^2/s^2 is applied for time less than 3000 seconds. Surface stress is specified in ROMS/Functionals/ana_smflux.h.<br> | |||
'''Body Force:''' | '''Body Force:''' | ||
Here the surface stress and bottom stress are applied to the water column as a bodyforce. Specifically, input parameter LEVSFRC in roms_sed_toy.in is the deepest level to which surface momentum stress is applied as a body force. LEVBFRC is the shallowest level to which the bottom momentum stress is applied as a body force. In the Sed_Toy test case, LEVSFRC = 15 and LEVBFRC=1. | |||
<br> | |||
==Steady State Conditions== | ==Steady State Conditions== | ||
< | <math display="block">\begin{align} | ||
\color{Blue}{u} &~= ~XXX ~m/s^{2} \\ | |||
\color{Blue}{v} &~= ~XXX ~m/s^{2} \end{align} | |||
</math> | |||
Describe steady state sediment concentration and sediment bed | Describe steady state sediment concentration and sediment bed | ||
==Boundary Conditions== | ==Boundary Conditions== | ||
Both the East/West and North/South use periodic boundary conditions. | |||
==Physical Constants== | ==Physical Constants== | ||
Gravitational acceleration <math>{\color{blue}{g}}~ =~ 9.81~ ^{2}</math><br> | |||
Von Karman's constant | Von Karman's constant <math>{\color{blue}{\kappa}}~ =~ 0.41</math><br> | ||
Dynamic viscosity (and minimum diffusivity) | Dynamic viscosity (and minimum diffusivity) <math>{\color{blue}{\nu}}~= 1e-6 m^{2}/s</math> | ||
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==Results== | ==Results== | ||
Describe model output that the user should expect to see here. Include one or two figures. | Describe model output that the user should expect to see here. Include one or two figures. |
Latest revision as of 17:35, 8 January 2021
Brief Description of Model Test Case.

Domain
Brief Description of Model Grid.
This 1D model utilizes multiple sediment classes to illustrate sediment distribution and concentration during steady-state conditions, with 21 timesteps. In this test run of Sed_Toy, two cohesive sediment grain size classes are input into the model (0.01mm and 0.005mm). The .01mm sediment class begins on/within the sediment bed at the start of the model; whereas the .005mm grains are found only in the water column. As the model progresses sediment grains settle and/or become suspended, thereby ending with a mixed grained sediment bed at the end of the model run. Sediment concentration profiles can be extracted throughout the time frame for model result comparisons.
Model Parameter Variable Value Length (east-west) 1/Pm 10 Width (north-south) 1/Pn 10
Bottom Sediment
Size MUD_SD50 0.01 mm 0.005mm Density MUD_SRHO 2650 kg/m3 2400 kg/m3 Settling Velocity MUD_WSED 0.1 mm/s 0.01 mm/s Critical Shear Stress (Erosion) MUD_TAU_CE 0.01 N/m2 0.01 N/m2 Critical Shear Stress (Deposition) MUD_TAU_CD 0.1 N/m2 0.1 N/m2 Init Bed Thickness bed_thick 0.01 mm 0.01 mm Init Susp Concentraion MUD_CSED 0 kg/m3 10 kg/m3 Erosion Rate E0 5e-5 kg/m2/s 5e-5 kg/m2/s Porosity MUD_POROS 0.3 0.3
Forcing
No Coriolis
No heating/cooling
No waves
Winds: A constant surface stress of .0001 m^2/s^2 is applied for time less than 3000 seconds. Surface stress is specified in ROMS/Functionals/ana_smflux.h.
Body Force:
Here the surface stress and bottom stress are applied to the water column as a bodyforce. Specifically, input parameter LEVSFRC in roms_sed_toy.in is the deepest level to which surface momentum stress is applied as a body force. LEVBFRC is the shallowest level to which the bottom momentum stress is applied as a body force. In the Sed_Toy test case, LEVSFRC = 15 and LEVBFRC=1.
Steady State Conditions
Boundary Conditions
Both the East/West and North/South use periodic boundary conditions.
Physical Constants
Gravitational acceleration
Von Karman's constant
Dynamic viscosity (and minimum diffusivity)
Note:
If a model incorporates physical constants that differ from these, and/or automatically calculates some values specified here, please specify the values used.
Results
Describe model output that the user should expect to see here. Include one or two figures.