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Workshop Proceedings. Creating and Managing Digital Geologic. Cross Sections within Arc. GIS. By Evan Thoms INTRODUCTION. While geologic maps are now almost always created within a geographic information system (GIS), geologic cross sections still are commonly portrayed and archived as simple un- attributed graphics in either paper form or digital files. Yet, there are several advantages to creating cross sections within the same GIS as the map. Features can be richly attributed and symbolized with the same symbology as in the map, the scale of the cross section can be more closely controlled than in a graphics program, and, once created, it is possible to project the cross section back into the coordinate system of the map with elevation values so that it could be used for 3. D analysis or viewing. Furthermore, with the introduction of the Environmental Systems Research Institute (ESRI) geodatabase format, it is possible to store the map and the cross section within the same data container, which simplifies distribution and archiving. 247 247 Creating and Managing Digital Geologic Cross Sections within ArcGIS By Evan Thoms U.S. Geological Survey 4200 University Ave. This ArcGis toolbox allows to display a cross section in 3D. The inputs are a cross section image and its baseline (a polyline shapefile). The cross section is. A surface profile is interpolated from the DEM, apparent dip is calculated for structural measurements, boreholes are shown as stick columns, and the amount of vertical exaggeration can be controlled. The output data are stored within either ESRI shapefiles or ESRI geodatabase feature classes, depending on the format of the input layers. Creating a topo profile and blank cross section using ArcGIS Prepared by Luke Easterbrook 8/2013. 1 Creating and exporting a topographic profile dataset.There are two intrinsic components to linear referencing. The second component is a table of point or line . In a transportation- based GIS, a table of point events might represent the locations of bus stops along a bus route, and a table of line events might represent sections of a road network that are under construction. When the table of events is referenced to the route, a new feature class is created without requiring the user to know or calculate the XY coordinates of the new features. Linear referencing is used in the cross section extension, in three ways. First, the line of cross section on the map is assigned elevation values based on the underlying DEM and then converted into a route so that every vertex stores an X, Y, Z, and M attribute (Figure 2). Next, the extension builds a new line by setting the X value equal to the M and setting the Y value equal to the Z at every vertex (Figure 3). The resulting surface profile is drawn so that the X coordinate at the starting point equals 0 and the X coordinate at the ending point equals the length of the line in the units of the map view. It is also a route retaining the M values from the previous step against which events can be referenced. The cross section line after Z values have been interpolated from the. DEM and after its conversion to a route. Note the first, or starting, vertex. Figure 3. The new surface profile route (with 1. X equal to M, Y equal to Z (x. M value from. the step before. In this second step, linear referencing is used to build tables of line and point events that occur along the cross section route in map view. Line events represent the locations of the intersection between the line of cross section and the boundaries of polygons in an underlying polygon layer, which the geologist interprets as geologic contacts. Point events represent the nearest projected locations of points, either locations of structural measurements or boreholes, along the cross section route within a specified buffer distance. The resulting line events table carries all of the fields from the original polygon layer with the addition of three: a route key field, a from- M field, and a to- M field (Figure 4). The route key field carries a value equal to the user- chosen name of the cross section route so that the linear referencing engine can place the events along the correct route. The from- M and to- M fields carry values that specify the beginning and ending distances along the route of each event. Once the table has been generated from the map view, it is referenced to the surface profile route (Figure 3) in the cross section. The resulting feature class consists of a collection of contiguous lines, each of which represents the intersection of a geologic unit with the topographic surface (Figure 5). Lines can be symbolized by attribute, or with a short perpendicular tick at the end (or beginning) of each line to mark the unit contacts. Point events tables, similarly, retain all of the fields from the original layers as well as an additional route key and M field. Structural measurements are also run through a routine that converts the true dip into an apparent dip. This process begins with building a line for every borehole, based on the elevation of the borehole collar and the final depth of the hole. Each line representing a borehole is then measured and turned into a route where some unique value, either a numerical id or text name field, is stored as the route key. At this point, a non- spatial table of borehole intervals or layers is required. This type of table is often already part of a borehole database; existing in a one- to- many relationship with another table or feature dataset of borehole locations. The intervals table is used in the same way that the extension- generated events tables (Figure 4) are used. It must contain a route key field of unique values (usually a borehole id or name field) and two fields that describe the top and bottom depth of each interval. Once the intervals events table is referenced against the borehole routes, each borehole column consists of a collection of contiguous lines representing the intervals. The intervals can be symbolized and labeled according to any attribute in the table, to aid in interpretation of the subsurface geology. It has been compiled for Arc. GIS 9. Once the DLL has been registered with the host computer, the tool can be added to any Arc. Map toolbar through the Customize interface. It appears as a button with a simple . These are: a polygon layer of geology units, a line layer containing one or more lines of cross section, a digital elevation model or similar raster with elevation values, an optional layer showing structural measurement points, an optional layer showing borehole locations, and a related table of borehole intervals. In particular, check that all elevation and depth values in the boreholes layer and the borehole intervals table agree with the DEM. Avoid using a single quote character in the name, that is, don. Convert any quadrant strike values (e. N3. 0E) into azimuth values between 0 and 3. It is best if there is also a field carrying the elevation of the top of the hole, but the user has the option of letting the extension calculate an elevation value from the DEM. The extension tends to commit fatal errors when trying to process large tables. A two- page form is displayed, on which the user selects the appropriate values from a series of picklists or enters information (Figure 6). The user must supply a text string, which will be used as the prefix to the feature class names that will be created. Lastly, the user can choose to have the new feature classes added to a new data frame in the map document. The new feature classes are created in the same format and placed in the same workspace (a geodatabase for geodatabase feature classes or a directory for shapefile feature classes) as the layers on which they are based. Pages 1 and 2 of the Geologic Cross Section Tool form. Here are suggestions for managing and editing the cross section layers in the cross section view. Feature classes generated by the extension are assigned an . Set these to be the same as in the map view (usually feet or meters). Unfortunately, you must always divide the Y value by the factor of vertical exaggeration to obtain the correct elevation. I know of no way to force Arc. Map to make that calculation for grid labels. In that case, store them in a feature dataset with an unknown coordinate system. Nearly final version of interpreted geologic cross section showing subsurface geology and boreholes (1. VE). Borehole intervals have been symbolized by classes defined by groups of unified soil classification system codes. CONCLUSIONI wrote this extension with two primary goals in mind. First, I wanted to be able to build geologic cross sections in Arc. GIS using borehole data without having to purchase an expensive plug- in or a separate software package. In this respect, I have mostly succeeded (Figure 7). The greatest inflexibility is that data in the output layers are not dynamically linked to the input layers or selections, that is, many output files are often generated before an acceptable set is decided upon. As a result, the user must exercise good file management. But the primary advantages are that the symbology of the layers in the map view can be used for the cross section layers and, at least if the geodatabase format is being used, the cross section layers can accompany the map view layers in the same data container. The extension does not yet do this, but I describe the presumed method here in the event that another developer will wish to implement it. Again, linear referencing will be the key. The process would be to take the X coordinate of every vertex or point in the cross section view and treat that value as an M value which can be referenced to the cross section route in the map view. The X and Y at that measure of M could then be used to create a new vertex or point where the Z value is equal to the Y coordinate from the cross section view. At that point, the process will have come full circle and the new features will have been elevated from simple graphics to attributed spatial features that can be viewed and analyzed alongside other subsurface data. RETURN. TO Contents. Creating 3. D cross sections for use in Arc. GIS Explorer. After a recent post we received quite a few inquiries as to how cross sections are created for visualization in Arc. GIS Explorer desktop, and we’ll go through the steps here. The screen capture above is displaying seismic and geologic profiles (along with wells and well traces) as cross sections in 3. D space. In the steps below we will use a photo of Mount St. The techniques are the same for subsurface and above the surface visualization. Below is a screenshot of what our end result will look like: In short, what we want to do is use a raster file or photo (the cross- section we want to display) as a point symbol, and scale and rotate it as needed. To start we need a point feature to use for the location of the image. You can use an existing point feature or create a new one. One easy way to do this is to create a point note for Mount St. Helens in Arc. GIS Explorer and share it as a layer package. Just right click the note on your map, choose share, then save as a layer package. Open the layer package in Arc. Globe. We want to use an image as point symbol. This image will represent the cross section (Mount St. Helens in this example, and the seismic and geologic sections in the earlier example). To use an image as a symbol for the point we need to specifiy and adjust several properties. In the Arc. Globe table of contents right- click on the layer and choose properties. Click the Globe Display tab, and do the following: Check “Scale 3. D symbols with distance”Uncheck “Rasterize feature layer”Then click OK and dismiss the dialog. Even though there are more properties to set it is important to click OK when you have modified properties on a tab. Arc. Globe has properties that are only available in certain combinations. If you set properties on one tab and then switch to another tab, a property that you want to set may not be available until the properties from the previous tab are applied. Sometimes this is the case on the same tab. For example, on the Globe Display tab . So remember to Apply or OK your changes as you make them. Next, on the Elevation tab specify . On the layer properties Symbology tab we will specify the type of symbol and the image (ultimately our cross- section) to display as the point symbol. For this example I will use this photo from the USGS website: http: //vulcan. Imgs/Jpg/MSH/Images/MSH8. Increase the Size (Z) of the symbol to 3. If you do, you will have to start over and reload the image. Also set the Width (X) and Depth (Y) to equal amounts. We will use 1. 0,0. Click 1: 1 to see the entire image in the 3. D Preview as shown below: Next click the 3. D placement tab and uncheck Display Face Front and set the Rotation angles X value to 9. Click Apply and see what it looks like in your map. It is pretty close to where we want it to be but still needs some adjustment. The image looks a little bit bigger than the 3. D mountain, so let. Next I will slide the image down so the rim of the volcano in the image matches the 3. D terrain. To do this, use layer properties and the Elevation tab and set the Layer offset to a lower value. In this case I will use - 8. After that adjustment the volcano rims are lining up better. But the horizontal alignment still looks to be a bit off. To correct that I’ll adjust the X offset. Here I have set it higher than it need be to - 9. Idea for what this property does: With a little more experimentation we find that a value of - 1. We’re finished, and now ready to create a layer package that we can open in Arc. 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