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  • ==Snapping Feature Objects within a Coverage== Within a coverage, the [[SMS:Feature_Object_Modification:_All#Clean|''Clean'']] tool can be u
    4 KB (714 words) - 22:56, 4 December 2020
  • ...ine and 1D Hyd Cross Section coverages. This can be done by selecting each coverage to make it active and then selecting '''Interpolate Water Surface Elevation ...en delineating the floodplain again using the ''User defined flood barrier coverage'' option (see Figure 3 below).
    2 KB (254 words) - 23:50, 12 December 2017
  • ...interface whereby any two-dimensional finite element or finite difference model can be run using SMS as a pre- and post-processor. The generic model interface can be added to a [http://www.aquaveo.com/software/sms-pricing pa
    5 KB (814 words) - 21:24, 2 May 2023
  • ...vide an easy method to import GIS data into SMS. Unfortunately the shape file format is extremely redundant, meaning that points or lines that are share Therefore, in order to convert a shape file to a SMS coverage, it may take up to several minutes (depending on size) to build the correc
    3 KB (416 words) - 19:22, 24 August 2017
  • ...ommand followed by using the [[SMS:Coverages#Creating_a_New_Coverage|''New Coverage'']] dialog. The following model specific coverages are available:
    7 KB (1,053 words) - 20:07, 10 August 2021
  • [[File:GIS to Feature Step1.png|thumb|450px|right|''GIS to Feature Objects Wizard' [[File:GIS to Feature Objects Wizard -- Step 1 of 2.jpg|thumb|500px|right|''GIS to
    4 KB (614 words) - 22:52, 21 November 2017
  • ...s the only option available to assign to a feature object, relative to the coverage type. ...p.png|thumb|350 px|''Point Properties'' dialog for the boundary conditions coverage]]
    4 KB (637 words) - 15:04, 2 May 2024
  • [[File:MapModuleExample.png|thumb|250 px|Examples of arcs drawn over DEM data in t ...d be used to define [[WMS:Land Use Coverage|land use]] and [[WMS:Soil Type Coverage|soil zones]].
    2 KB (387 words) - 22:09, 18 December 2019
  • [[File:SRH Simulation.png|thumb|175 px|Example of an SRH-2D simulation in the Proj ...D simulation can have its own parameters based on what is entered into the model control.
    6 KB (1,077 words) - 16:03, 23 June 2023
  • ...the ''River Tools'' menu uses the cross section arcs and a digital terrain model (TINs are the only source that can currently be used) to extract the elevat ...lweg, left bank, right bank) can be defined from a 1D-Hydraulic Centerline coverage, or by AutoMark. The ''AutoMark'' option will examine the elevations of the
    2 KB (292 words) - 16:57, 13 June 2018
  • ...data (coverages) to build the basic geometry necessary for a 1D hydraulic model. Much of the information for developing [[SMS:SMS Models|models]] with the Currently the only major model supported is [[SMS:HEC-RAS|HEC-RAS]].
    3 KB (483 words) - 22:16, 24 March 2022
  • ...rt of material on the shoreline and the shoreline morphology. The GenCade model allows defining multiple wave gages, providing for spatially varied driving ...Each wave event has a date and time, a H0, a period, and a direction. The model computes the wave conditions for each cell in the grid by interpolating the
    4 KB (631 words) - 14:21, 15 July 2019
  • ...lly. In such cases, and many times after extraction from a digital terrain model, there are edits that must be performed in order to prepare the cross secti ...in a [[WMS:1D-HYD Cross Section Coverage Type|1D Hydraulic Cross Section]] coverage. After assigning the cross section, it also possible to enter the editor fo
    5 KB (849 words) - 22:48, 4 May 2020
  • {{Infobox Model | ...is the case with finite difference and finite element models. Rather, the model is defined by “analytic elements” representing line sources and sinks s
    4 KB (659 words) - 15:45, 28 June 2018
  • ...y support the HEC-RAS model, but will be used to support the FHWA BriStars model as well as additional hydraulic models that will be supported in future ver ...am below illustrates how these coverages are used to establish a hydraulic model.
    5 KB (810 words) - 22:55, 4 May 2020
  • After running a 1D Hydraulic model like HEC-RAS, the result is a water surface elevation (or hydrograph for a :[[File:InterpolatingHydraulicModelResults1.png]]
    2 KB (283 words) - 20:49, 28 November 2022
  • ...e basis for the development of the cross section data in the ArcHydro data model. Cross sections in the database can be used for the development of hydrauli ...e to open a cross section database using the '''Open''' command from the ''File'' menu.
    3 KB (415 words) - 22:38, 4 May 2020
  • ; [[SMS:Model Checker|'''Model Check''']] : Checks the active PTM simulation for common input errors. ...Opens the ''Model Control'' dialog (used to organize input files, specify model parameters, choose output options, etc.).
    3 KB (534 words) - 15:48, 13 September 2017
  • ...to modify the Z values. The purpose of each coverage is dependent upon the coverage type. Some coverages will modify z values and others will control other att ...rer links]] inside of a 2D geometry component. Only one grid or grid frame coverage may be linked in each geometry component.
    5 KB (780 words) - 16:01, 9 October 2017
  • ...d frame]] inside a [[SMS:TUFLOW 2D Geometry Components|TUFLOW Grid Extents coverage]]. ...T2D Z Lines/Polygons (Simple) Coverage|TUFLOW 2D Z Lines/Polygons (Simple) coverage]] can also be used to force elevations using arcs or polygons.
    3 KB (569 words) - 16:06, 6 October 2017
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