Georeference an image in ArcGIS


Abstract

Georeferencing is the process of aligning spatial data (layers that are shape files: polygons, points, etc.) to an image file such as an historical map, satellite image, or aerial photograph. This document describes the basic steps for georeferencing an image using ArcGIS.

Preparation
Adding control points

This is the process of matching points on the image layer to corresponding points on the shape layers. From the Georeferencing toolbar select the
    Add Control Points icon

This tool allows you to georeference the image:

If you would like to input x and y coordinates as an alternative to the method mentioned above, after placing a cross mark on a location right click on it and enter in the coordinates.

Note: it is a good idea to zoom in on your image when adding control points for better accuracy.

For every set of control points you create, an entry is created in a table that records the original coordinates, the control point coordinates, and the residual error. Access the table by choosing the View Link Table icon from the Georeferencing toolbar

Entries in this table can be deleted one at a time (highlight the entry in the table and click the delete icon) thus making corrections is easy.

Adjusting the Final Product

Residual error is the measure of the fit between the true locations and the transformed locations of the output control points. If there is a link with a high level of error, consider deleting it by highlighting the point in the link table and clicking the delete icon.

Depending on the number of control points you have, from the Georeferencing table you can perform either a 1st, 2nd, or 3rd order transformation. The transformations compare the coordinates of the source image with the control points creating two least-square-fit equations to translate the image coordinates into map coordinates.

A 1st order transformation shifts the image up, down, right, or left, stretches the image larger or smaller, or rotates the entire image

The 2nd and 3rd order transformations fit higher order polynomial equations to the data, allowing points to be shifted in a non-uniform manner

Most of the time either a 1st or 2nd order will suffice, try all three and choose the one that works best

Saving changes

When you are satisfied with the georeferencing process, three options for saving changes are offered: