Posts Tagged ‘map projection’

Adding a Scale Bar in the QGIS Map Composer

Friday, August 31st, 2012

I recently finished revisions for the next edition of the manual for my GIS workshop, and incorporated a new section on adding a scale bar in the QGIS map composer. I thought I’d share that piece here. I’m using the latest version of QGIS, 1.8 Lisboa.

The scale bar in the map composer automatically takes the units used in the coordinate reference system (CRS) that your layers are in. In order to get a scale bar that makes sense, your layers will need to use a CRS that’s in meters or feet. If you’re using a geographic coordinate system that’s in degrees, like WGS 84 or NAD 83, the result isn’t going to make sense. It’s possible at large scales (covering small areas) to convert degrees to meters or feet but it’s a pain. Most projected coordinate systems for countries, continents, and the globe use meters. Regional systems like UTM also use meters, and in the US you can use a state plane system and choose between meters or feet. Transform your layers to something that’s appropriate for your map.

Once you have layers that are in a CRS that uses meters or feet, you’ll need to convert the units to kilometers or miles using the scale bar’s menu. Let’s say I have a map of the 50 states that’s in the US National Atlas Equal Area Projection, which is a continental projected coordinate system of the US, number 2163 in the EPSG library (this system is also known as the Lambert Azimuthal Equal-Area projection). It’s in meters. In the QGIS Map Composer I select the Add New Scalebar button, and click on the map to add it. The resulting scale bar is rather small and the units are clumped together.

Scalebar button on the toolbar

With the scale bar active, in the menus on the right I click on the Item Properties. First, we have to decide how large we want the individual segments on the scale bar to be. I’m making a thematic map of the US, so for my purposes 200 miles would be OK. The conversion factor is 1,609 meters in a mile. Since we want each segment on the scale bar to represent 200 miles, we multiply 1,609 by 200 to get 321,800 meters. In the Item tab, this is the number that I type in the segment size box: 321,800, replacing the default 100,000. Then, in the map units by bar, I change this from 1 to 1,609. Now the units of the scale bar start to make sense. Increase the number of right segments from 2 to 3, so I have a bar that goes from 0 to 600 miles, in 200 mile segments. I like to decrease the height of the bar a bit, from 5mm to 3mm. In the Unit label box I type Miles. Lastly, I switch to the General options tab just below, and turn off the outline for the bar. Now I have a scale bar that’s appropriate for this map!

Most people in the rest of the world will be using kilometers. That conversion is even simpler. If we wanted the scale bar segments to represent 200 km, we would multiply 200 by 1,000 (1,000 meters in a kilometer) to get 200,000 meters. 200,000 goes in the segment size box and 1,000 goes in the map units per bar. Back in the US, if you’re working in a local state plane projection that uses feet, the conversion will be the familiar 5,280 feet to a mile. So, if we wanted a scale bar that has segments of 20 miles, multiply 5,280 by 20 to get 105,600 feet. 105,600 goes in the segment size box, and 5,280 goes in the map units per bar box.

A reality check is always a good idea. Take your scale bar and compare it to some known distance between features on your map. In our first example, I would drag the scale bar over the map of the US and measure the width of Illinois at its widest point, which is just over 200 miles. In the Item Properties tab for the scale bar I turn the opacity down to zero, so the bar doesn’t hide the map features underneath. If the bar matches up I know I’m in good shape. Remember that not all map projections will preserve distance as a property, and distortion becomes an issue for small scale maps that cover large areas (i.e. continents and the globe). On small scale maps distance will be true along standard parallels, and will become less accurate the further away you go.

Define Projection for a Batch of Shapefiles

Sunday, June 12th, 2011

I was working on a project where I had downloaded 51 shapefiles (state-based census tract files) from the Census Generalized Cartographic Boundary Files. Each file lacked a projection .prj file, so I had to define each one as NAD83. Not wanting to do this one at a time, I used the GDAL / OGR tools and a bash script to process them all in a batch. I wrote a little script in a text file and then pasted it in the command line:

#!/bin/bash
for i in $(ls *.shp); do
ogr2ogr -f “ESRI Shapefile” -a_srs “EPSG:4269” ./nad83 $i
done

It iterates through a list of all the shapefiles in a directory, uses OGR to define them as NAD83, then writes them to a new subdirectory called NAD83.

After searching through the web for some guidance on this, I later realized that there was a nice, succinct example of this in a book that I had (yeah – remember books? They’re still great!)

#!/bin/bash
# from Sherman (2008) Desktop GIS Mapping the Planet With Open Source Tools pp 243-44

for shp in *.shp
do
echo “Processing $shp”
ogr2ogr -f “ESRI Shapefile” -t_srs EPSG:4326 geo/$shp $shp
done

This does the same thing, difference here is that it prints a message to the command line for each file that’s processed and uses the -t_srs switch (transform projection) rather than the -a_srs (assign an output projection), which in this case seems to do the same thing. Of course you could tweak this a little to transform projections from one system to another as well.

This is fine and good if you’re using Linux and can use bash (go here for more info about bash). If you’re using Windows, you can do this if you’re using a Linux / UNIX terminal emulator like MSYS; otherwise you can use the DOS Command Prompt and write a batch (.bat) file to do this instead – the post on this forum is the first thing I found in my quest to figure all of this out.

Common Map Projection Definitions

Sunday, April 3rd, 2011

Just finished teaching my second intro to GIS workshop using open source software (QGIS). Coordinate systems and map projections are always one of the toughest hurdles for novices. It’s hard enough just teaching the basic concepts using the existing CRS libraries in QGIS; having to custom define a number of common projected coordinate systems makes the process more daunting. For example, when we’re producing a thematic map of the US I want to use Lambert Conformal Conic for North America, but I have to give the students a proj4 definition in a text file and explain how you have to comb through the Spatial Reference site to find it.

For reference purposes and to make things a bit simpler, I’m providing some codes and definitions for some common coordinate reference systems (common for the participants in class) in this post. You can look up projection definitions at Spatial Reference and use the map projection resources at Radical Cartography and the USGS to see depictions and explanations of different systems. I created the projection images in this post using NASA’s G.Projector tool; a lightweight cross-platform tool for experimenting with projections.

The following CRS are pretty common and are included in the EPSG library used by QGIS – no need to custom define them, just search by name and code (the EPSG codes are ID codes for each CRS):

Geographic Coordinate Systems:

WGS84 (EPSG 4326): World Geodetic System of 1984, commonly used by organizations that provide GIS data for the entire globe or many countries and used by most web-based mapping engines (Google Maps)

NAD83 (EPSG 4269): North American Datum of 1983, commonly used by most US and Canadian federal government agencies (the US Census Bureau in particular) that provide GIS data

Since WGS84, NAD83, and all geographic coordinate systems are unprojected they will all look like Equirectangular or “Plate Caree” projections, which preserve distances:

Local Projected Coordinate Systems:

NAD 83 / New York Long Island (ft US) (EPSG 2263): The State Plane zone that covers Long Island and New York City is used by all NYC agencies that produce GIS data. Many city and state agencies produce data in their specific state plane zone. An alternate projection, EPSG 32118, represents the same zone but uses meters instead of feet.

NAD 83 / UTM Zone 18N (EPSG 26918): An alternative to State Plane that is better for larger regions; satellite or ortho imagery is often provided based on the UTM zone where the tile is. UTM Zone 18N covers much of the east coast of the US. An alternate projection, EPSG 32618, uses WGS 84 as a datum instead of NAD 83.

The following CRS are common continental and global projected coordinate systems that are NOT included in the EPSG library that is part of QGIS; you have to custom define them using the proj4 definitions.

North America Lambert Conformal Conic: Perhaps the most common map projection for North America, a conformal map preserves angles. LCC can be modified for optimally displaying specific countries (i.e. USA and Canada) or other continents (i.e. South America, Asia, etc.)

+proj=lcc +lat_1=20 +lat_2=60 +lat_0=40 +lon_0=-96 +x_0=0 +y_0=0 +ellps=GRS80 +datum=NAD83 +units=m +no_defs

North America Albers Equal Area Conic: an alternative to LCC, all areas in an AEAC map are proportional to the same areas on the Earth. Can also be modified for specific countries or other continents. Visually it look more “compact” east to west versus LCC.

+proj=aea +lat_1=20 +lat_2=60 +lat_0=40 +lon_0=-96 +x_0=0 +y_0=0 +ellps=GRS80 +datum=NAD83 +units=m +no_defs

Robinson: a global map projection used by National Geographic for many decades. The Robinson map is a compromise projection; it doesn’t preserve any aspect of the earth precisely but makes the earth “look right” visually based on our common perceptions.

+proj=robin +lon_0=0 +x_0=0 +y_0=0 +ellps=WGS84 +datum=WGS84 +units=m +no_defs

Mollweide: a global map projection that preserves areas, often used in the sciences for depicting global distributions on small maps.

+proj=moll +lon_0=0 +x_0=0 +y_0=0 +ellps=WGS84 +datum=WGS84 +units=m +no_defs

Census Cartographic Boundary Files

Tuesday, May 13th, 2008

I’ve worked with these files a number of times and just used them again recently, and thought I would share the process you need to go through to prepare them for use in ArcGIS, as they are not “ready to go”. If you are not using ArcGIS, you can still follow these general steps using the specific tools that your software provides.

I would opt for the Cartographic Boundary Files (CBF) over the TIGER shapefiles (that the census just released) when making a national-level thematic map, as the generalization of the CBF makes the boundaries look cleaner at this scale. Also, the generalized files show land boundaries along coasts, while the TIGER files show the legal boundaries that extend into the water. The latter are not great for thematic maps, particularly as the Great Lakes states look distorted (as their boundaries extend into the lakes).

I’ll use the state and equivalent areas as an example, as those are the files I’ve just worked with. After downloading and unzipping the national-level shapefiles, you’ll need to take the following steps in the ArcCatalog:

  • Define the projection, as the files are undefined. According to metadata on the website, the files are in simple NAD83. In the ArcToolbox, the tool is under Data Management Tools, Projections and Transformations, Define Projection. Once you launch the tool, you will need to select the North American Datum 1983 as the coordinate system, which is stored under Geographic Coordinate Systems for North America.
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  • After you define the projection, the next step is to reproject the layer to another projection that is more suitable for displaying the US. If you are making a map for basic presentation, a projected coordinate system like Albers Equal Area Conic would be a good choice (most atlases and maps of the continental US use this projection). Alaska, Hawaii, and Puerto Rico will be distorted, but we will be able to give them a separate data frame in ArcMap with their own projection later on. The tool is in the ArcToolbox under Data Management Tools, Projections and Transformations, Features, Project. Note that this is a DIFFERENT tool than the one we used in the last step. Define Projection is used to tell ArcGIS what projection a file is in if it is undefined, while Feature, Project is used to reproject a vector file from one projection to another. A file MUST have a defined projection BEFORE you can reproject it.
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  • The CBF’s are stored as single part features, which means that each distinct polygon will have its own record in the attribute table. For example, each of the Hawaiian Islands will have its own record in the table. This is a problem if you plan to join state-level data to your shapefile, as the data from the join will be repeated for each record. So if you have a table with population data for each of the states and you join it to the shapefile, each individual Hawaiian island will be assigned the total population of Hawaii. If you run statistics on your data, you’ll get inflated counts. To avoid this, we need to convert the CBF to a multi-part feature, where each state will have only one record in the attribute table. To do this, we use the Dissolve tool under Data Management Tools, Generalization, Dissolve. The Dissolve fields will be the basis for dissolving the individual parts of the states into one state feature. In this case, we would choose the STATE field (FIPS code) and NAME field as the dissolve field, which will give us one feature for each state (if we chose DIVISION or REGION as the field, we would aggregate the polygons to create those larger geographic areas).
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  • The next step is to decide whether you want to keep your shapefile as an independent file, or bring it into a geodatabase. The geodatabase is handy if you have lots of other tables and shapefiles that you are using in your project. Right-click in the catalog tree to create a new personal or file geodatabase. Then select your shapefile and right click to export it to your new geodatabase.
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  • Whether you stick with a shapefile or go with a geodb, the next step is to open ArcMap and add your file to it. Now, you’ll have to make a decision about Puerto Rico. If you have a dataset where you want to map data for it, then you need not do anything. Since I am making presidential election maps and Puerto Rico doesn’t vote in the electoral college, I needed to delete it. To do so, go into an Edit mode under the Editor toolbar, select PR in the attribute table or map, delete it, then save. You’ll be left with a file for the 50 states and DC.
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  • At this point, if you are going to join table data to your features, do so. Your features have a FIPS code, so you can use that to do the join (NEVER use names for joining – stick with codes). I often will add a new column to my features and plug in the two letter postal abbreviations, since they are commonly used for identifying states.
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  • National Map With Multiple Data LayersOnce you’ve joined your data and are ready to make a finished map, the last step will be adding two new data frames for Alaska and Hawaii. Since AK and HI are distant from the continental US, it is better to create separate frames for all three rather than trying to display them in one. Copy your current data layer (not the features – the layer which is indicated by the yellow rectangles layered on top of each other) in the table of contents, and paste it below. Activate that layer, and name the layer Alaska. Then right click on the properties for the data layer and go to the coordinates tab. Modify the coordinate system of the data layer by choosing Alaska Albers Equal Area Conic. This will reproject the data on the fly and will display Alaska in a more appropriate projection (as the continental projection distorts it). Then, in the Layout View, you can resize the Alaska data frame and zoom in to focus just on AK. Repeat these steps for Hawaii (and Puerto Rico if you’re mapping it), and you’ll have a good looking US map!
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