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}}--><!--Do not generate a book from xmswiki.com--> :[[GMS:Creating a TIN|Creating a TIN]]

* The default values for contour options in a dataset will be that of the module. * A ''Merge Datasets'' option is now available in the [[SMS:Dataset Toolbox|Dat

...geometry components]] and [[SMS:TUFLOW Simulation|TUFLOW simulations]] by creating links to the coverage in the component or simulation. The use of links all ...frame]] and then right-clicking on the coverage and choosing '''Map&rarr;2D Grid'''.

{{SMS_at_a_glance_scatter_module|Heading===At a glance==}} ...y comes from the scattered data. SMS interpolates this data to the created mesh or grid points.

...ion added in the [[GMS:Preferences#MODFLOW|MODFLOW Preferences]] to create a ''Cell Summary'' text file when reading MODFLOW Head files. The file is add ###TOUGH2 MESH file

...ed grids are very flexible. They can include many types of cells including 2D and 3D cells and cells with any number of faces and nodes. ...id_Module|2D Grids]] are currently used for. A UGrid is similar to the old 2D grids and meshes available in SMS but much more flexible. UGrids can use an

...e [[SMS:Map Module|Map module]] to build the components for use in the SRH-2D [[SMS:Simulations|simulation]]. ...hat sediment transport simulations require a hotstart or restart file from a corresponding hydraulic simulation. When the "Mobile" option is specified

...D hydraulics model. However, the Bridge Scour coverage only requires a 2D mesh with elevation, water surface elevation, water depth and velocity datasets. ...and abutment toe arcs. The user may supply pier arcs if applicable. When creating arcs, the coverage will automatically cycle through the arc types. See [[SM

...iki/Universal_Transverse_Mercator_coordinate_system UTM]. In XMS software, a projections are associated with the project and individual data objects. ...values associated with the object projection so when the XMS package saves a project, the data files are not modified.

...diate Release Notes page for SMS 12.0. Note: SMS 12.0 was only released as a beta version. *'''Mesh'''

...common known error messages produced by [[SMS:SRH-2D|SRH-2D]]. This is not a comprehensive list of all possible errors. These errors will appear during ...odel wrapper will display results from the pre-processor. Clicking the SRH-2D button will show results from the model run.

...tflow. An exception to this modeling technique occurs when a culvert spans a large channel or is large in comparison to the size of the defined floodpla [[Image:culvert.jpg|thumb|right|150px|A small culvert under a pedestrian walkway.]]

...at a particular location. Observation arcs are used to view the results at a cross section or along the river profile. These tools can be used with any == Creating an Observation Coverage ==

Projection refers to a map projection like [http://en.wikipedia.org/wiki/Universal_Transverse_Merc ...values associated with the object projection so when the XMS package saves a project, the data files are not modified.

...h the other parameters that define its topology in the model and include: a cross section ID (internally assigned), the reach name (inherited from the ...hen cutting the cross sections, or can be assigned manually (imported from a file or entered directly) using the cross section editor.

...e [[SMS:Map Module|Map module]] to build the components for use in the SRH-2D [[SMS:Simulations|simulation]]. [[File:SRH BC Type Parameters.png|thumb|450 px|Example of the SRH-2D ''BC Type Parameters'' dialog showing sediment transport options]]

...D hydraulics model. However, the Bridge Scour coverage only requires a 2D mesh with elevation, water surface elevation, water depth and velocity datasets. ...and abutment toe arcs. The user may supply pier arcs if applicable. When creating arcs, the coverage will automatically cycle through the arc types. See Brid

...ng a CGWAVE model. The CGWAVE interface exists in the [[SMS:Mesh Module|2D Mesh Module]]. There is a very consistent method that can be used to apply the CGWAVE model. The ste

...tion to access the CHM file include with SMS when the '''Help''' button in a dialog is pressed. ...help'' &ndash; Option to access the XMS Wiki when the '''Help''' button in a dialog is pressed.

...divided by the shear resistance of the soils along the surface. UTEXAS4 is a state-of-the-art slope stability code and has been widely used in industry The UTEXAS model can be added to a [http://www.aquaveo.com/software/gms-pricing paid edition] of GMS.