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...urposes, such as extracting data from two or three dimensional objects and model verification. Plots are created through the ''Plot Wizard''. ...plot is used to display how well the entire set of observed values match a model solution. A 45° line is drawn on this plot, which represents a perfect

The Time Computation coverage type allows users to define equations along arcs for computing flow path tr ...f concentration arcs are similar to stream arcs as defined in the drainage coverage in that their direction is important. When creating time computation arcs,

:[[SMS:File Menu|File Menu]] :[[SMS:Time Series Data File|Time Series Data File]]

...compare alternatives. These simulations don't need to use the same numeric model. ...x|Example of the Project Explorer containing a simulation for the BOUSS-2D model.]]

:[[SMS:File Menu|File Menu]] :[[SMS:Time Series Data File|Time Series Data File]]

...s are managed in the Map module using the [[GMS:Coverages#Coverage_Setup|''Coverage Setup'']] dialog. ...ow observations are an essential part of a calibration exercise for a flow model. If calibration is attempted using point observations only, there may be ma

{{Infobox Model | ...ive transport model developed by Dr. T. Prabhakar Clement. As a screening model, it is fairly simple and requires homogeneity and constant transport proper

[[File:PreferencesGeneral.png|thumb|450 px|The ''Preference'' dialog showing the ' *''Ask for file editor program''

===Model Interfaces=== ...Sedimentation and River Hydraulics – Two-Dimensional(SRH-2D)] model. This model was originally developed by the [http://www.usbr.gov/ U.S. Bureau of Reclam

...a [[SMS:TUFLOW Coverages#Boundary Conditions Coverage|boundary conditions coverage]]. * "Flow Source from 1D model (SX)" – Defines an interface between a 1D and 2D domain which is ofte

...n the map module locations are converted to a 1D schematic where the HY-12 model parameters are defined. Many of the HY-12 computations, such as channel cal ...re]] WMS 10.1 and later versions include the ability to run a simple HY-12 model (fewer than 50 nodes) without a license of WMS.

[[File:MODFLOWglobaloptions.png|thumb|310 px|The ''MODFLOW Global / Basic Package' ...ngs are optional text strings which are written to the MODFLOW text output file.

...uble-clicking on a basin, reach, or relief drain when MODRAT is the active model in WMS. ...y done automatically in WMS; for more information on numbering a watershed model, see the [[WMS:MODRAT Numbering the Tree|MODRAT Numbering the Tree]] sectio

...'Preferences...''' and check the ''Defaults'' tab for the Default 2D Mesh Model). The '''Merge 2D Meshes''' command is accessed by selecting two meshes, r [[File:MeshMergeOptions.png|thumb|250 px|The ''Mesh Merge Options'' dialog]]

...W simulation and choose the appropriate menu command to edit either set of model parameters. This document will try to highlight frequently used model control parameters. Please see the TUFLOW documentation for a description

;3.1. The File Menu :[[GMS:File Menu|The File Menu]]

:[[WMS:File Menu|File Menu]] :[[WMS:Interpolating Hydraulic Model Results|Interpolating Hydraulic Model Results]]

:[[WMS:File Menu|File Menu]] :[[WMS:Interpolating Hydraulic Model Results|Interpolating Hydraulic Model Results]]

:[[WMS:File Menu|File Menu]] :[[WMS:Interpolating Hydraulic Model Results|Interpolating Hydraulic Model Results]]

The boundary conditions coverage for AdH allows assigning boundary condition attributes for both arcs and po [[File:AdH ArcAttributes.png|thumb|250 px|Example of the AdH Arc Attributes dialog