SMS:ADH Consolidation: Difference between revisions
No edit summary |
|||
| (2 intermediate revisions by the same user not shown) | |||
| Line 1: | Line 1: | ||
__NOINDEX__ | |||
{{SMS Deprecated Feature}} | |||
[[File:ADH Model Control Consolidation.jpg|thumb|500 px|Example of the ''Consolidation'' tab of the ''ADH Sediment Library Control'' dialog]] | [[File:ADH Model Control Consolidation.jpg|thumb|500 px|Example of the ''Consolidation'' tab of the ''ADH Sediment Library Control'' dialog]] | ||
This window is part of the ''ADH model control'' dialog (''ADH'' | '''Sediment Library Control...''' command). It is accessed from the [[SMS:ADH Sediment Library Control|''ADH Sediment Library Control'']] window by clicking on the ''Consolidation'' tab. | This window is part of the ''ADH model control'' dialog (''ADH'' | '''Sediment Library Control...''' command). It is accessed from the [[SMS:ADH Sediment Library Control|''ADH Sediment Library Control'']] window by clicking on the ''Consolidation'' tab. | ||
| Line 22: | Line 24: | ||
{{Template:Navbox SMS}} | {{Template:Navbox SMS}} | ||
[[Category:ADH| | [[Category:ADH|Consolidation]] | ||
[[Category:ADH Dialogs|C]] | [[Category:ADH Dialogs|C]] | ||
{{stub}} | |||
Latest revision as of 20:22, 11 September 2023
 |
This contains information about features no longer in use for the current release of SMS. The content may not apply to current versions. |
 |
This window is part of the ADH model control dialog (ADH | Sediment Library Control... command). It is accessed from the ADH Sediment Library Control window by clicking on the Consolidation tab.
The Consolidation tab consists of a table defining the properties of cohesive sediments included in an ADH simulation.
The sediment classes must be specified before entering these time-based parameters for each sediment. The check box labeled Use time-based consolidation at the bottom of the page tells ADH that consolidation should be computed.
The spreadsheet contains the parameters and values specific to the currently selected constituent in the list. Constituent parameters are:
- Time (sec) – Measured in seconds.
- Bulk density (clay/silt type only) – Measured in kilograms per cubic meters.
- Erosion crit. shear (clay/silt type only) – Critical shear stress for erosion is used in the erosion flux equation. Measured in Newtons per square meters.
- Erosion rate constant (clay/silt type only) – Used in the erosion flux equation.
- Erosion rate exponent (clay/silt type only) – Used in the erosion flux equation.
All value fields are restricted to positive non-zero real numbers unless stated otherwise.
Related Topics
SMS – Surface-water Modeling System | ||
|---|---|---|
| Modules: | 1D Grid • Cartesian Grid • Curvilinear Grid • GIS • Map • Mesh • Particle • Quadtree • Raster • Scatter • UGrid | |
| General Models: | 3D Structure • FVCOM • Generic • PTM | |
| Coastal Models: | ADCIRC • BOUSS-2D • CGWAVE • CMS-Flow • CMS-Wave • GenCade • STWAVE • WAM | |
| Riverine/Estuarine Models: | AdH • HEC-RAS • HYDRO AS-2D • RMA2 • RMA4 • SRH-2D • TUFLOW • TUFLOW FV | |
| Aquaveo • SMS Tutorials • SMS Workflows | ||
