CMS-Flow Bottom Friction: Difference between revisions
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[[image:CMS- | [[image:CMS-Flow_Model_Control-Input_Tab.png|thumb|right|600px|SMS Project Explorer showing CMS-Flow project.]] | ||
In SMS versions 10.1 and earlier, the bottom roughness is specified using the Manning's n coefficient. In SMS 11.0, the option is provided to use a roughness height, or bottom friction coefficient. The bottom roughness is specified in the '''Bottom Friction Dataset''' section of within the ''Input'' tab of the '''CMS-Flow Model Control''' window (see Figure 1). The '''bottom friction Dataset''' is specified at every computational (ocean) cell and is required for each model simulation. | |||
The bottom friction parameter (related to Manning <math>n</math>) is spatially varying (cell-specific) over the grid domain. The default value upon grid creation is 0.025. At times a user may desire to represent locations where added friction is needed due to structures or increased turbulence due to sharp changes in current speed. More information on using this feature of CMS-Flow can be found [[CMS-Flow:Bottom_Friction|'''here''']]. | The bottom friction parameter (related to Manning <math>n</math>) is spatially varying (cell-specific) over the grid domain. The default value upon grid creation is 0.025. At times a user may desire to represent locations where added friction is needed due to structures or increased turbulence due to sharp changes in current speed. More information on using this feature of CMS-Flow can be found [[CMS-Flow:Bottom_Friction|'''here''']]. | ||
[[image:CMS-Flow_Example_Project_Explorer.png|thumb|right|400px|SMS Project Explorer showing CMS-Flow project.]] | |||
<br style="clear:both" /> | <br style="clear:both" /> | ||
'''Table 1. SMS Cards related to the bottom friction''' | |||
{| border="1" | {| border="1" | ||
! Card !! Arguments !! Default !! Range !! Description !! Versions | ! Card !! Arguments !! Default !! Range !! Description !! Versions | ||
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| MANNING_N_DATASET || CHARACTER CHARACTER || [<grid file>] [<grid name>//"Datasets/ManningsN"] || none || Grid file name and dataset path for the input Manning's n dataset || >=v3.5 | | MANNING_N_DATASET || CHARACTER CHARACTER || [<grid file>] [<grid name>//"Datasets/ManningsN"] || none || Grid file name and dataset path for the input Manning's n dataset || >=v3.5 | ||
|- | |- | ||
| MANNING_N_CONSTANT || real number || none || 0.001-0.5 || Specifies input Manning n dataset || >=v3.5 | | BOTTOM_FRICTION_COEF_DATASET || CHARACTER CHARACTER || [<grid file>] [<grid name>//"Datasets/BottomFricCoef"] || none || Grid file name and dataset path for the input bottom friction coefficient dataset || >=v4.0 | ||
|- | |||
| ROUGHNESS_HEIGHT_DATASET || CHARACTER CHARACTER || [<grid file>] [<grid name>//"Datasets/RoughnessHeight"] || none || Grid file name and dataset path for the input roughness height dataset || >=v4.0 | |||
|} | |||
'''Table 2. Advanced Cards related to the bottom friction''' | |||
{| border="1" | |||
! Card !! Arguments !! Default !! Range !! Description !! Versions | |||
|- | |||
| MANNING_N_CONSTANT || real number || none || 0.001-0.5 || Specifies input Manning n dataset || >=v3.5 | |||
|- | |- | ||
| WAVE-CURRENT_MEAN_STRESS || character || W09 || W09 <nowiki>|</nowiki> DATA2 <nowiki>| </nowiki> DATA13 <nowiki>| </nowiki> F85 <nowiki>| </nowiki> HT95 || Defines the model used for calculating the mean bottom shear stress used in hydro || >=4.0 | | WAVE-CURRENT_MEAN_STRESS || character || W09 || W09 <nowiki>|</nowiki> DATA2 <nowiki>| </nowiki> DATA13 <nowiki>| </nowiki> F85 <nowiki>| </nowiki> HT95 || Defines the model used for calculating the mean bottom shear stress used in hydro || >=4.0 | ||
|} | |} | ||
---- | ---- | ||
[[CMS#Documentation Portal | Documentation Portal]] | [[CMS#Documentation Portal | Documentation Portal]] | ||
Revision as of 17:46, 17 January 2011
In SMS versions 10.1 and earlier, the bottom roughness is specified using the Manning's n coefficient. In SMS 11.0, the option is provided to use a roughness height, or bottom friction coefficient. The bottom roughness is specified in the Bottom Friction Dataset section of within the Input tab of the CMS-Flow Model Control window (see Figure 1). The bottom friction Dataset is specified at every computational (ocean) cell and is required for each model simulation.
The bottom friction parameter (related to Manning ) is spatially varying (cell-specific) over the grid domain. The default value upon grid creation is 0.025. At times a user may desire to represent locations where added friction is needed due to structures or increased turbulence due to sharp changes in current speed. More information on using this feature of CMS-Flow can be found here.
Table 1. SMS Cards related to the bottom friction
| Card | Arguments | Default | Range | Description | Versions |
|---|---|---|---|---|---|
| USE_WALL_FRICTION | CHARACTER | ON | ON | OFF | Turns on or off wall friction | >=3.5 |
| MANNING_N_DATASET | CHARACTER CHARACTER | [<grid file>] [<grid name>//"Datasets/ManningsN"] | none | Grid file name and dataset path for the input Manning's n dataset | >=v3.5 |
| BOTTOM_FRICTION_COEF_DATASET | CHARACTER CHARACTER | [<grid file>] [<grid name>//"Datasets/BottomFricCoef"] | none | Grid file name and dataset path for the input bottom friction coefficient dataset | >=v4.0 |
| ROUGHNESS_HEIGHT_DATASET | CHARACTER CHARACTER | [<grid file>] [<grid name>//"Datasets/RoughnessHeight"] | none | Grid file name and dataset path for the input roughness height dataset | >=v4.0 |
Table 2. Advanced Cards related to the bottom friction
| Card | Arguments | Default | Range | Description | Versions |
|---|---|---|---|---|---|
| MANNING_N_CONSTANT | real number | none | 0.001-0.5 | Specifies input Manning n dataset | >=v3.5 |
| WAVE-CURRENT_MEAN_STRESS | character | W09 | W09 | DATA2 | DATA13 | F85 | HT95 | Defines the model used for calculating the mean bottom shear stress used in hydro | >=4.0 |