v Creating a Size Function SMS 12.2 Tutorial Prerequisites Requirements Time Objectives

Similar documents
v SMS 11.2 Tutorial ADCIRC Analysis Prerequisites Overview Tutorial Time minutes

v SMS 12.2 Tutorial ADCIRC Analysis Requirements Time minutes Prerequisites Overview Tutorial

v SMS Tutorials ADCIRC LTEA Time minutes Prerequisites ADCIRC Tutorial Overview Tutorial

Objectives This tutorial will introduce how to prepare and run a basic ADH model using the SMS interface.

v CMS-Wave Analysis SMS 12.2 Tutorial Prerequisites Requirements Time Objectives

CGWAVE Analysis SURFACE WATER MODELING SYSTEM. 1 Introduction

v SMS 11.1 Tutorial SRH-2D Prerequisites None Time minutes Requirements Map Module Mesh Module Scatter Module Generic Model SRH-2D

v STWAVE Analysis SMS 11.2 Tutorial Requirements Map Module STWAVE Cartesian Grid Module Scatter Module Prerequisites Time minutes

v Overview SMS Tutorials Prerequisites Requirements Time Objectives

v Mesh Generation SMS Tutorials Prerequisites Requirements Time Objectives

Objectives Learn how to work with projections in SMS, and how to combine data from different coordinate systems into the same SMS project.

v Cartesian Grid Generation SMS 12.3 Tutorial Prerequisites Requirements Time Objectives

v TUFLOW FV SMS 12.2 Tutorial Time Requirements Prerequisites Objectives

v SMS 11.1 Tutorial Overview Time minutes

v SMS 11.2 Tutorial Overview Prerequisites Requirements Time Objectives

Objectives Learn how to work with projections in SMS, and how to combine data from different coordinate systems into the same SMS project.

v SMS 11.1 Tutorial Data Visualization Requirements Map Module Mesh Module Time minutes Prerequisites None Objectives

SMS v D Summary Table. SRH-2D Tutorial. Prerequisites. Requirements. Time. Objectives

v TUFLOW-2D Hydrodynamics SMS Tutorials Time minutes Prerequisites Overview Tutorial

v Data Visualization SMS 12.3 Tutorial Prerequisites Requirements Time Objectives Learn how to import, manipulate, and view solution data.

Data Visualization SURFACE WATER MODELING SYSTEM. 1 Introduction. 2 Data sets. 3 Open the Geometry and Solution Files

WMS 10.1 Tutorial Hydraulics and Floodplain Modeling Simplified Dam Break Learn how to run a dam break simulation and delineate its floodplain

v TUFLOW FV SMS 13.0 Tutorial Requirements Time Prerequisites Objectives

Import, view, edit, convert, and digitize triangulated irregular networks

WMS 8.4 Tutorial Hydraulics and Floodplain Modeling Simplified Dam Break Learn how to run a dam break simulation and delineate its floodplain

Objectives This tutorial shows how to build a Sedimentation and River Hydraulics Two-Dimensional (SRH-2D) simulation.

Objectives Learn how to work with projections in GMS, and how to combine data from different coordinate systems into the same GMS project.

v SMS 12.2 Tutorial Observation Prerequisites Requirements Time minutes

v SMS 11.1 Tutorial BOUSS2D Prerequisites Overview Tutorial Time minutes

TUFLOW 1D/2D SURFACE WATER MODELING SYSTEM. 1 Introduction. 2 Background Data

v TUFLOW 1D/2D SMS 11.2 Tutorial Time minutes Prerequisites TUFLOW 2D Tutorial

v SMS Tutorials SRH-2D Prerequisites Requirements SRH-2D Model Map Module Mesh Module Data files Time

v Importing Rasters SMS 11.2 Tutorial Requirements Raster Module Map Module Mesh Module Time minutes Prerequisites Overview Tutorial

Observation Coverage SURFACE WATER MODELING SYSTEM. 1 Introduction. 2 Opening the Data

v Working with Rasters SMS 12.1 Tutorial Requirements Raster Module Map Module Mesh Module Time minutes Prerequisites Overview Tutorial

v Map Module Operations SMS Tutorials Prerequisites Requirements Time Objectives

SURFACE WATER MODELING SYSTEM. 2. Change to the Data Files Folder and open the file poway1.xyz.

v GMS 10.0 Tutorial UTEXAS Dam with Seepage Use SEEP2D and UTEXAS to model seepage and slope stability of an earth dam

v CMS-Flow SMS Tutorials Requirements Time Prerequisites Objectives

SMS v Simulations. SRH-2D Tutorial. Time. Requirements. Prerequisites. Objectives

v Observations SMS Tutorials Prerequisites Requirements Time Objectives

v SMS 11.1 Tutorial Scatter Data - TINs Requirements Scatter Module Map Module Time minutes Prerequisites None Objectives

Watershed Modeling Advanced DEM Delineation

Learn to create a cell-centered grid using data from the area around Kalaeloa Barbers Point Harbor in Hawaii. Requirements

SURFACE WATER MODELING SYSTEM. This tutorial requires that you have Google Earth installed on your computer.

WMS 9.1 Tutorial Watershed Modeling DEM Delineation Learn how to delineate a watershed using the hydrologic modeling wizard

WMS 9.0 Tutorial Hydraulics and Floodplain Modeling HEC-RAS Analysis Learn how to setup a basic HEC-RAS analysis using WMS

v SMS Tutorials Working with Rasters Prerequisites Requirements Time Objectives

v. 9.0 GMS 9.0 Tutorial UTEXAS Dam with Seepage Use SEEP2D and UTEXAS to model seepage and slope stability of a earth dam Prerequisite Tutorials None

v Mesh Editing SMS 11.2 Tutorial Requirements Mesh Module Time minutes Prerequisites None Objectives

WMS 9.1 Tutorial Hydraulics and Floodplain Modeling Floodplain Delineation Learn how to us the WMS floodplain delineation tools

SMS v Culvert Structures with HY-8. Prerequisites. Requirements. Time. Objectives

SMS v Culvert Structures. SRH-2D Tutorial. Prerequisites. Requirements. Time. Objectives

WMS 10.1 Tutorial Hydraulics and Floodplain Modeling HEC-RAS Analysis Learn how to setup a basic HEC-RAS analysis using WMS

Instruction with Hands-on Practice: Grid Generation and Forcing

SMS v SRH-2D Tutorials Obstructions. Prerequisites. Requirements. Time. Objectives

Hydraulics and Floodplain Modeling Modeling with the Hydraulic Toolbox

SMS v Obstructions. SRH-2D Tutorial. Prerequisites. Requirements. Time. Objectives

v Getting Started An introduction to GMS GMS Tutorials Time minutes Prerequisite Tutorials None

Spatial Hydrologic Modeling HEC-HMS Distributed Parameter Modeling with the MODClark Transform

v SMS 13.0 Tutorial GIS P Prerequisites Time Requirements Objectives

SMS v Weir Flow. SRH-2D Tutorial. Prerequisites. Requirements. Time. Objectives

v Prerequisite Tutorials GSSHA Modeling Basics Stream Flow GSSHA WMS Basics Creating Feature Objects and Mapping their Attributes to the 2D Grid

v RMA2 Steering Module SMS Tutorials Requirements Time Prerequisites Objectives

v SMS 12.2 Tutorial GIS Requirements GIS Module Map Module ArcGis (Optional) Time minutes Prerequisites None Objectives

This tutorial shows how to build a Sedimentation and River Hydraulics Two-Dimensional (SRH-2D) simulation. Requirements

This tutorial covers the basics of working importing scatter data into SMS and exporting SMS data as a text file.

Learn how to delineate a watershed using the hydrologic modeling wizard

WMS 9.1 Tutorial GSSHA Modeling Basics Stream Flow Integrate stream flow with your GSSHA overland flow model

v SMS 12.1 Tutorial GIS Requirements GIS Module Map Module ArcGis (Optional) Time minutes Prerequisites None Objectives

v Scatter Data TINs SMS 12.3 Tutorial Requirements Scatter Module Map Module Time minutes Prerequisites None Objectives

GMS 8.3 Tutorial MODFLOW LAK Package Use the MODFLOW Lake (LAK3) package to simulate mine dewatering

Spatial Hydrologic Modeling Using NEXRAD Rainfall Data in an HEC-HMS (MODClark) Model

This tutorial introduces the HEC-RAS model and how it can be used to generate files for use with the HEC-RAS software.

v Google Earth Files SMS 13.0 Tutorial Prerequisites None Requirements Mesh Module Google Earth Time minutes

v. 9.1 WMS 9.1 Tutorial Watershed Modeling HEC-1 Interface Learn how to setup a basic HEC-1 model using WMS

Watershed Modeling Using Online Spatial Data to Create an HEC-HMS Model

v SMS 11.1 Tutorial GIS Requirements GIS Module Map Module ArcGis (Optional) Time minutes Prerequisites None Objectives

MODFLOW Lake Package GMS TUTORIALS

SRH-2D Additional Boundary Conditions

v SMS 12.3 Tutorial GIS P Prerequisites Time Requirements Objectives

v. 9.0 GMS 9.0 Tutorial SEEP2D Sheet Pile Use SEEP2D to create a flow net around a sheet pile Prerequisite Tutorials None Time minutes

WMS 10.0 Tutorial Hydraulics and Floodplain Modeling HY-8 Modeling Wizard Learn how to model a culvert using HY-8 and WMS

Objectives This tutorial demonstrates how to use feature objects points, arcs and polygons to make grid independent conceptual models.

v SRH-2D Post-Processing SMS 12.3 Tutorial Prerequisites Requirements Time Objectives

GMS 10.4 Tutorial Stratigraphy Modeling Horizons, TINs, and. Use TINs with horizons to create 3D, finite element meshes

v SMS 13.0 Tutorial Scatter Data Define Scatter Extents Requirements Scatter Module Map Module Time minutes

v GMS 10.0 Tutorial SEEP2D Sheet Pile Use SEEP2D to create a flow net around a sheet pile Prerequisite Tutorials Feature Objects

v Basic FESWMS Analysis SMS 11.2 Tutorial Time minutes Prerequisites Overview Tutorial Requirements FESWMS Fst2dh Mesh Module

v SEEP2D Sheet Pile Use SEEP2D to create a flow net around a sheet pile GMS Tutorials Time minutes Prerequisite Tutorials Feature Objects

Objectives Learn about the MODFLOW drain return package (DRT) interface in GMS and compare the package to the regular MODFLOW drain (DRN) package.

Overview of the SMS Interface for the CMS and New CIRP Additions: CIRP Wiki and CMS Discussion List

GSSHA WMS Basics Loading DEMs, Contour Options, Images, and Projection Systems

Learn how to delineate a watershed using the hydrologic modeling wizard

Objectives Learn how to import and display shapefiles with and without ArcObjects. Learn how to convert the shapefiles to GMS feature objects.

Use the MODFLOW Lake (LAK3) package to simulate mine dewatering

Geostatistics 2D GMS 7.0 TUTORIALS. 1 Introduction. 1.1 Contents

Objectives Build a 3D mesh and a FEMWATER flow model using the conceptual model approach. Run the model and examine the results.

MODFLOW Conceptual Model Approach I Build a basic MODFLOW model using the conceptual model approach

Watershed Modeling National Streamflow Statistics Program (NSS) Interface

Transcription:

v. 12.2 SMS 12.2 Tutorial Creating a Size Function Objectives This lesson will instruct how to create and apply a size function to a 2d mesh model. Size functions can be created using various data. This tutorial will demonstrate how to create a size function based off of either depth, slope, or curvature. Prerequisites Overview Tutorial Requirements Map Module Scatter Module Mesh Module Time 30-45 minutes Page 1 of 19

1 Preprocessing... 2 2 Creating the Mesh... 3 3... 5 4 Size Function Based on Depth... 5 4.1 Smoothing Data... 9 5 Size Function based on Slope... 11 5.1 Preprocessing... 11 5.2 Creating a Fixed Gradient Dataset... 14 5.3 Creating the Size Function... 15 5.4 Smoothing the Size Function... 15 5.5 Creating the Mesh... 16 6 Size Function based on Curvature... 17 6.1 Creating a Curvature Dataset... 17 6.2 Creating the Size Function... 18 6.3 Smoothing the Size Function... 18 6.4 Creating the Mesh... 18 7 Conclusion... 19 1 Preprocessing First, to create and change element size from a coverage, start with the following: 1. Right-click on the Area Property coverage in the Project Explorer and set the Type to Models ADH ADH. 2. Select the Area Property coverage to make it active 3. Using the Create Feature Arc tool, click out four arcs forming a square. 4. Select the Select Feature Vertex tool and highlight the three vertices. 5. Right-click and select the Convert to Node command. 6. Using the Select Feature Point tool, click on the bottom left point. 7. In the edit window put in the coordinates 0.0 for X and Y. 8. Now click on the upper left point and assign its coordinates to 0.0 for X and 1000.0 for Y. 9. Click on the upper right and assign its coordinates as (1000,1000). 10. Click on the lower right point and assign its coordinates to be (1000,0). This is now a square map layer of 1000 ft^2. 11. Frame the square by clicking the Frame button. Page 2 of 19

12. Right-click again on the Area Property coverage and select Convert Map 2d Scatter. 13. In the Map Scatter dialog, accept all defaults by clicking OK. 14. If any warning dialogs appear, click OK. 15. Once the scatter set is created, right-click on the elevation dataset and select Rename. Change the name to size. 16. Click on the newly created scatter data in the project explorer to make it active. 17. Select the Select Scatter Point tool and click in the graphic window. 18. Right-click and choose Select All. 19. In the Z edit field put in 50. Keep in mind that this is not an elevation. It will be an element size. Figure 1 illustrates what it will look like. Figure 1 Pre-processing 2 Creating the Mesh Now to create a mesh that illustrates the size of the elements. Follow these steps: 1. Click on the Area Property coverage to make it active. Page 3 of 19

2. Click on the Feature Objects menu item and choose Build Polygons. 3. Choose the Select Feature Polygon tool and double-click in the square. The 2D Mesh Polygon Properties dialog opens. 4. Change the Mesh Type to Scalar Paving Density and click on the Scatter Options button. This brings up the Interpolation dialog. 5. In the Interpolation dialog, set the extrapolation Single Value to be 50. 6. Select the size as the Scatter Set to Interpolate From, then click OK. 7. Set the Bathymetry Type to Scatter Set and click on the Scatter Options button. The Interpolation dialog will appear again. 8. Repeat steps 5 and 6. 9. Close the 2D Mesh Polygon Properties dialog by clicking OK. 10. Right-click on the Area Property coverage and select Convert Map 2d Mesh. 11. A dialog will come up with the option to Copy the coverage before meshing. Leave the option checked. The coverage will be redistributed during meshing to create a new coverage. Click OK to create the mesh. The project now has a mesh that has 20 elements across. Each element's length in this case is 50 feet. Figure 2 illustrates this. Page 4 of 19

Figure 2 A created 2D Mesh 3 A size function determines the element size based off of a dataset that will be created by SMS. Each point is assigned a size value. This size value is the approximate size of the elements to be created in the region where the point is located. The mesh will be denser where the size values are smaller. Size functions can be based off of different criteria. This tutorial will show size functions based on depth, slope, or curvature of the model. 4 Size Function Based on Depth Many coastal models utilize a size function based on depth. As the depth gets shallower, the elements should get smaller. The model will become finer near areas of interest and coarser at deep water areas that are less significant. 1. Select File Delete All. 2. Select File Open. Page 5 of 19

3. Using the Open dialog, open the shin.pts file. 4. If the Open File Format dialog appears, select Use Import Wizard and click OK. 5. In the File Import Wizard, make certain the Space option is toggled on, then click Next, then Finish. 6. Select Display Projection. The Display Projection dialog should appear. 7. Select the Global projection option to bring up the Select Projection dialog. If this dialog doesn t appear automatically, use the Set Projection button. 8. In the Select Projection dialog, set the Projection to UTM, Zone to 18 (78 W - 72 W - Northern Hemisphere), Datum to NAD27, Planar Units to Meters. Select OK when done. 9. Back in the Display Projection dialog, make certain the Vertical Units are set to Meters then click OK. 10. Click on the shin scatter data item in the Project Explorer to make it active. 11. Right-click the elevation dataset underneath and use the Rename command to name it to Positive Depth. This is just to distinguish the fact that this is a depth dataset rather than elevations. 12. With the shin scatter data still active, select Data Data Calculator. To create a size function based on depth, the following equation is used: 13. In the Data Calculator, type in the following equation in the Calculator edit field: (d1-1) / (62.0077-1) * (3000-500) + 500 Page 6 of 19

14. Put size_3000_to_500 as the Output dataset name, click Compute and then Done. The new dataset should appear in the project explorer under shin. 15. Select File Open. 16. Using the Open dialog, open the shin.grd file. A Mesh dataset should appear in the Project Explorer. 17. Right-click on Mesh in the Project Explorer and select Reproject. 18. In the warning dialog that appears, click Yes to continue. The Reproject Object dialog should appear. 19. In the Current projection portion of the dialog, toggle on the Set option. 20. Select the Global projection option, click the Set Projection button. 21. In the Select Projection dialog, change the Projection to Geographic (Latitude/Longitude), the Datum to NAD83 with Planar Units of ARC DEGREES and click OK. 22. Back in the Reproject Object dialog, set the Vertical Units to Meters. 23. Verify that the New projection section is set with the same coordinate system as the project (see step 8) and click OK. The mesh should now display on top of the scatter set. 24. Make sure the mesh module is active and right-click on the mesh item in the project explorer. Select Convert Mesh Map. 25. In the Mesh Map dialog, select the option to convert Mesh Boundaries Polygons. 26. Click Create New Coverage. The New Coverage dialog should appear. 27. In the dialog change the Coverage Type to ADH, change the Coverage Name to ADH and click OK twice to close both dialogs. 28. Select the ADH coverage to make it active, choose the Select Feature Polygon tool and double-click in the middle of the polygon. Page 7 of 19

29. In the 2D Mesh Polygon Attributes dialog, set the Mesh Type to Scalar Paving Density, then click on the Scatter Options button. 30. In the Interpolation dialog, set the Scatter set to interpolate from as size_3000_to_500. Click OK. 31. Back in the 2D Mesh Polygon Attributes dialog, set the Bathymetry Type to Scatter Set, then click on the Scatter Options button. 32. In the Interpolation dialog, select Positive Depth as the Scatter set to interpolate from. Click OK. 33. Close the 2D Mesh Polygon Attributes dialog by clicking OK. 34. Right-click on the ADH coverage and select Convert Map 2D Mesh. 35. Click OK to the 2D Mesh Options dialog. 36. Click OK to an extrapolation warning and a mesh will appear. 37. Be sure to turn off the scatter data to see the mesh. Figure 3 shows what it looks like. Notice how element size decreases as depth decreases. It may be helpful to turn on the Contour option in the Mesh Display Options. Page 8 of 19

Figure 3 Mesh showing size function based on depth 4.1 Smoothing Data Now that the project has a mesh, notice that the elements change size rather abruptly. In order to have the element size change more gradually, it s necessary to create a smoothing dataset. 1. Make sure the scatter module is active, and select Data Dataset Toolbox. 2. In the Dataset Toolbox window, switch the tool to the Smooth datasets option on the left side, then choose size_3000_to_500 as the dataset. 3. Set the Area change limit to 0.5, and the Anchor type to Minimum value. A minimum value anchor will ensure that the smallest element will stay the same size, and the bigger elements will change. 4. Set the Output dataset name to Smooth_0.5. Page 9 of 19

5. Click Compute, then Done. 6. Click on the ADH coverage to make it active, and with the Select Feature Polygon tool, double-click in the polygon. 7. In the 2D Mesh Polygon Properties dialog, make sure that the Mesh Type is still set to Scalar Paving Density and select the Scatter Options button. 8. In the Interpolation dialog, change the Scatter set to interpolate from to Smooth_0.5 and then click OK twice to close both dialogs. 9. Right-click on the ADH coverage and select Convert Map 2D mesh. 10. Click OK on the 2D Mesh Options dialog. 11. Click OK to the extrapolation warning. 12. Notice that the element size changes a bit more gradually than before as shown in Figure 4. Page 10 of 19

Figure 4 Mesh showing size function based on depth after smoothing 5 Size Function based on Slope Size functions based on slope are helpful when analyzing slope data because as the rate of change of the gradient increases, the smaller the mesh element becomes. Size functions based on slope are mostly applied to river models. The tutorial will use survey data from the Cimarron river to create the size function. 5.1 Preprocessing 1. Select File Delete All to delete the shinnecock bay coastal model. 2. Select File Open and open the Cimarron Survey 2005.h5 file. 3. Select Display Display Options to bring up the Display Options dialog. 4. In the dialog, turn off the scatter set Points option, turn on the Contours option then click on the Contours tab. Page 11 of 19

5. In the Contour tab change the Contour method to Color Fill. The contours may already be turned on. Figure 5 shows the contoured data. Figure 5 Scatter set using the contour color fill option 6. Right-click on the Survey 2005 scatter data in the project explorer and select Convert Scatter Boundary Map. 7. Right-click the Area Property coverage and select Rename. Change the name to Cimmaron River. 8. Right-click the coverage and set the Type to Models ADH ADH. 9. With the map module active, select the corner nodes with the Select Feature Vertex tool. Use the Shift key when selecting each corner. 10. When all four corners are selected, right-click and choose Convert to Nodes. 11. Figure 6 shows a node to the right of the lower left corner node. Select it with the Select Feature Point tool, Page 12 of 19

12. Right-click and choose Convert to Vertex. Figure 6 Vertices converted to nodes 13. With the Cimmaron River coverage active, highlight the arcs using the Select Feature Arcs tool. Use the Shift key to make certain all of the arcs are included in the selection. 14. Right-click and select Redistribute Vertices. 15. In the Redistribute Vertices dialog, make sure that Specify is set to Specified Spacing and set the specified Spacing to be 200 m. Click OK. 16. In order to eliminate extrapolation values, make sure that the vertices lie within the scatter data. Use the Select Feature Vertex tool to move in each vertex inside the scatter set so that SMS does not extrapolate any values outside of the scatter data. 17. Use the Select Feature Arcs tool and select all 4 feature arcs. Page 13 of 19

18. Right-click and choose Redistribute Vertices again. 19. In the dialog, make sure that Specify is set to Specified spacing and set the specified Spacing to be 90 m now. Click OK. All of the vertices and nodes should be inside the scatter data. Figure 7 shows this. Figure 7 Vertices and nodes inside of the scatter data 5.2 Creating a Fixed Gradient Dataset 1. Click on the scatter item in the project explorer to make sure it is activated. Select Data Dataset Toolbox. 2. Select Geometry in the Tools section. Choose Elevation as the Dataset and unselect Gradient angle and Directional derivative. Click Compute then Done. There is now a gradient dataset. 3. Right-click on the newly created dataset and select Dataset Contour Options. Page 14 of 19

4. Set the Contour method to Color Fill. Toggle on Specify a range in the Data range section and specify the Max as 0.33 and Min as 0. Specifying this range for the contours helps us see the data we are interested in. Click OK. 5. Make sure the scatter data is active in the project explorer and go to Data Data Calculator. 6. In the Calculator edit field, click on min then double-click on the Geom Gradient dataset adding it to the expression, and then replace the remaining?? with 0.33. This creates a dataset where 0.33 is the fixed maximum gradient. 7. Enter an Output dataset name of Geom Gradient Fixed. Click Compute then Done. 5.3 Creating the Size Function 1. Go to Data Data Calculator again. Next is to create our size function based on slope using this equation: 2. In the Calculator edit field, put in this equation: 50 - ((d3-0)/(.33-0)) * (50-5) 3. Enter an Output dataset name of Gradient Size 5to50 then click Compute and Done. The project now has a size function based on slope. However, there is still one more dataset needed to create before creating the mesh. 5.4 Smoothing the Size Function 1. Go back to Data Data Calculator. Page 15 of 19

2. Choose Smooth Datasets in the tools section. In the Datasets section, make sure that Gradient Size 5to50 is selected. Set the Output Dataset name to be Gradient Size 5to50 Smooth 0.5. Then select Compute then Done. 5.5 Creating the Mesh 1. Make sure the Map module is active and select Feature Objects Build Polygons. 2. Next use the Select Feature Polygon tool and double-click the map polygon. 3. In the 2D Mesh Polygon Properties dialog, make sure that the Mesh Type is set to Scalar Paving Density, and click on the Scatter Options button underneath. 4. In the Interpolation dialog, choose Gradient Size 5to50 smooth 0.5 for the Scatter Set to Interpolate From, then click OK. 5. Make sure that Bathymetry Type is set to Scatter Set then click Scatter Options. 6. In the Interpolation dialog, choose elevation for the Scatter Set to Interpolate From, then click OK twice. 7. Now, right-click on the Cimmaron River coverage and select Convert Map 2D Mesh. 8. In the 2D Mesh Options dialog, click OK. 9. Now click OK again on the next two windows. The project now has a mesh with finer elements to represent higher gradients. Page 16 of 19

Figure 8 Mesh with finer elements to represent higher gradients 6 Size Function based on Curvature A curvature dataset is made by taking the slope of the slope (gradient) data. To create a size function based on the curvature build upon the data already entered. 6.1 Creating a Curvature Dataset 1. With the scatter module active, select Data Data Calculator 2. Select Geometry in the Tools section. Select Geom Gradient Fixed as the Dataset to interpolate from. Uncheck Gradient Angle and Directional derivative, leaving only Gradient checked. Set the Output Dataset Name to be Curvature. Click Compute and Done. 3. Right-click on the newly created dataset. Select Info. Page 17 of 19

4. In the Dataset Info dialog, copy the maximum. This will use this for a later equation. This is the same equation as previously used, found in step 1 of 5.3. 5. Close the Dataset Info dialog. 6.2 Creating the Size Function 1. Open the Data Calculator again, and in the Calculator edit field, put in the following equation: 50 - ((d6-0) / (0.0488655-0)) * (50-5) 2. Set the Output dataset name to Curvature size 5to50 and click Compute then Done. 6.3 Smoothing the Size Function 1. Go back to the Data Calculator. 2. Select Smooth Datasets from the Tools section and select Curvature size 5to50, then make sure the Area change limit is set to 0.5 and the Anchor type is set to Minimum Value. 3. Set the Output dataset name to Curvature size 5to50 Smooth 0.5. Click Compute, then Done. 6.4 Creating the Mesh 1. With the Cimmaron River coverage active, choose the Select Feature Polygon tool and double-click the boundary polygon. 2. Make sure that the Mesh Type is set to Scalar Paving Density, and click on the Scatter Options button underneath. 3. Choose Curvature Size 5to50 smooth 0.5 for the Scatter set to interpolate from, then click OK. 4. Make sure that Bathymetry Type is set to Scatter Set then click Scatter Options. 5. In the Interpolation dialog, select elevation for the Scatter set to interpolate from, then click OK twice. 6. Now, right-click on the Cimmaron River coverage and select Convert Map 2D Mesh. 7. Click OK for the 2D Mesh Options dialog. 8. Now click OK for the remaining two windows. Page 18 of 19

There is now a mesh with finer elements to represent greater curvature. Figure 9 Mesh with finer elements to represent greater curvature 7 Conclusion Size functions can be created using many different types of datasets. Some datasets work better for different models. A size function in a coastal model would most likely be based on depth. A size function in a riverine model might be based on slope, etc. Page 19 of 19