WMS:Hydraulic Modeling

The primary purpose of the hydraulic modeling interface within WMS is to process digital terrain and map data (TINs and coverages) to build the basic geometry necessary for a 1D Hydraulic Model. Much of the information for developing models with these tools is described in the information on River Tools in the Map module.

The general process for developing a model consists of the following steps:

1. Prepare a background digital terrain model that represents the river channel bathymetry and surrounding flood plain with enough detail to substantiate the modeling objectives.
2. Develop a 1D-Hydraulic Centerline coverage including the centerline and bank arcs.
3. Create the cross section arcs at important/required locations along the section of river being modeled.
4. An Area Property coverage can be used to map roughness values to line properties on the cross sections
5. Extract cross sections from the TIN and establish the 1D Model
6. Export the GIS data and finish defining HEC-RAS (or other model).

It is possible to establish the hydraulic model with extracting cross section information from a TIN. Cross sections which have already been surveyed can be used by assigning them to an arc. This, along with geo-referencing the data is done using the cross section editor from the River Tools menu in the Map module (when River Tools is the active model).

Default Hydraulic Model

The commands in the Hydraulic menu are used in defining any of the supported hydraulic models supported by WMS. The default model is controlled using the drop-down combo box in the Edit Window. Whenever you select a command for another model, the default model will be updated to specify that model.

Related Topics

• River Tools
• Using TINs
• 1D-Hydraulic Centerline Coverage
• Cross Section Coverage
• Area Property Coverage
• Editing Cross Sections
• Extracting Cross Sections
• Mapping Conceptual Models to River Schematics
• Recompute All Stations
• Exporting the GIS File