Where can I find tutorials, guides and workshops on working with PostGIS
A step by step tutorial guide workshop Introduction to PostGIS. It includes packaged data as well as intro to working with OpenGeo Suite. It is probably the best tutorial on PostGIS.
BostonGIS also has a PostGIS almost idiot's guide on getting started. That one is more focused on the windows user.
My applications and desktop tools worked with PostGIS 1.5,but they don't work with PostGIS 2.0. How do I fix this?
A lot of deprecated functions were removed from the PostGIS code base in PostGIS 2.0. This has affected applications in addition to third-party tools such as
Geoserver, MapServer, QuantumGIS, and OpenJump to name a few. There are a couple of ways to resolve this. For the third-party apps, you can try to upgrade to the latest versions
of these which have many of these issues fixed. For your own code, you can change your code to not use the functions removed. Most of these functions are non ST_ aliases of ST_Union, ST_Length etc.
and as a last resort, install the whole of
When I load OpenStreetMap data with osm2pgsql, I'm getting an error failed: ERROR: operator class "gist_geometry_ops" does not exist for access method "gist" Error occurred. This worked fine in PostGIS 1.5.
In PostGIS 2, the default geometry operator class gist_geometry_ops was changed to gist_geometry_ops_2d and the gist_geometry_ops was completely removed. This was done because PostGIS 2 also introduced Nd spatial indexes for 3D support and the old name was deemed confusing and a misnomer.
Some older applications that as part of the process create tables and indexes, explicitly referenced the operator class name. This was unnecessary if you want the default 2D index. So if you manage said good, change index creation from:
CREATE INDEX idx_my_table_geom ON my_table USING gist(geom gist_geometry_ops);
CREATE INDEX idx_my_table_geom ON my_table USING gist(geom);
The only case where you WILL need to specify the operator class is if you want a 3D spatial index as follows:
CREATE INDEX idx_my_super3d_geom ON my_super3d USING gist(geom gist_geometry_ops_nd);
If you are unfortunate to be stuck with compiled code you can't change that has the old gist_geometry_ops hard-coded, then you can create the old class using the
I'm running PostgreSQL 9.0 and I can no longer read/view geometries in OpenJump, Safe FME, and some other tools?
In PostgreSQL 9.0+, the default encoding for bytea data has been changed to hex and older JDBC drivers still assume escape format. This has affected some applications such as Java applications using older JDBC drivers or .NET applications that use the older npgsql driver that expect the old behavior of ST_AsBinary. There are two approaches to getting this to work again.
You can upgrade your JDBC driver to the latest PostgreSQL 9.0 version which you can get from http://jdbc.postgresql.org/download.html
If you are running a .NET app, you can use Npgsql 2.0.11 or higher which you can download from http://pgfoundry.org/frs/?group_id=1000140 and as described on Francisco Figueiredo's NpgSQL 2.0.11 released blog entry
If upgrading your PostgreSQL driver is not an option, then you can set the default back to the old behavior with the following change:
ALTER DATABASE mypostgisdb SET bytea_output='escape';
I tried to use PgAdmin to view my geometry column and it is blank, what gives?
PgAdmin doesn't show anything for large geometries. The best ways to verify you do have data in your geometry columns are?
-- this should return no records if all your geom fields are filled in SELECT somefield FROM mytable WHERE geom IS NULL;
-- To tell just how large your geometry is do a query of the form --which will tell you the most number of points you have in any of your geometry columns SELECT MAX(ST_NPoints(geom)) FROM sometable;
What kind of geometric objects can I store?
You can store Point, LineString, Polygon, MultiPoint, MultiLineString, MultiPolygon, and GeometryCollection geometries. In PostGIS 2.0 and above you can also store TINS and Polyhedral Surfaces in the basic geometry type. These are specified in the Open GIS Well Known Text Format (with Z, M, and ZM extensions). There are three data types currently supported. The standard OGC geometry data type which uses a planar coordinate system for measurement, the geography data type which uses a geodetic coordinate system, with calculations on either a sphere or spheroid. The newest family member of the PostGIS spatial type family is raster for storing and analyzing raster data. Raster has its very own FAQ. Refer to Chapter 13, PostGIS Raster Frequently Asked Questions and Chapter 12, Raster Reference for more details.
I'm all confused. Which data store should I use geometry or geography?
Short Answer: geography is a newer data type that supports long range distances measurements, but most computations on it are slower than they are on geometry. If you use geography, you don't need to learn much about planar coordinate systems. Geography is generally best if all you care about is measuring distances and lengths and you have data from all over the world. Geometry data type is an older data type that has many more functions supporting it, enjoys greater support from third party tools, and operations on it are generally faster -- sometimes as much as 10 fold faster for larger geometries. Geometry is best if you are pretty comfortable with spatial reference systems or you are dealing with localized data where all your data fits in a single spatial reference system (SRID), or you need to do a lot of spatial processing. Note: It is fairly easy to do one-off conversions between the two types to gain the benefits of each. Refer to Section 15.11, “PostGIS Function Support Matrix” to see what is currently supported and what is not.
Long Answer: Refer to our more lengthy discussion in the Section 4.3.2, “When to use the Geography data type” and function type matrix.
I have more intense questions about geography, such as how big of a geographic region can I stuff in a geography column and still get reasonable answers. Are there limitations such as poles, everything in the field must fit in a hemisphere (like SQL Server 2008 has), speed etc?
Your questions are too deep and complex to be adequately answered in this section. Please refer to our Section 4.3.3, “Geography Advanced FAQ”.
How do I insert a GIS object into the database?
First, you need to create a table with a column of type "geometry" or "geography" to hold your GIS data. Storing geography type data is a little different than storing geometry. Refer to Section 4.3.1, “Geography Basics” for details on storing geography.
For geometry: Connect to your database with
CREATE TABLE gtest (id serial primary key, name varchar(20), geom geometry(LINESTRING));
If the geometry column definition fails, you probably have not loaded the PostGIS functions and objects into this database or are using a pre-2.0 version of PostGIS. See the Section 2.2, “Compiling and Install from Source”.
Then, you can insert a geometry into the table using a SQL insert statement. The GIS object itself is formatted using the OpenGIS Consortium "well-known text" format:
INSERT INTO gtest (ID, NAME, GEOM) VALUES ( 1, 'First Geometry', ST_GeomFromText('LINESTRING(2 3,4 5,6 5,7 8)') );
For more information about other GIS objects, see the object reference.
To view your GIS data in the table:
SELECT id, name, ST_AsText(geom) AS geom FROM gtest;
The return value should look something like this:
id | name | geom ----+----------------+----------------------------- 1 | First Geometry | LINESTRING(2 3,4 5,6 5,7 8) (1 row)
How do I construct a spatial query?
The same way you construct any other database query, as an SQL combination of return values, functions, and boolean tests.
For spatial queries, there are two issues that are important to keep in mind while constructing your query: is there a spatial index you can make use of; and, are you doing expensive calculations on a large number of geometries.
In general, you will want to use the "intersects operator" (&&) which tests whether the bounding boxes of features intersect. The reason the && operator is useful is because if a spatial index is available to speed up the test, the && operator will make use of this. This can make queries much much faster.
You will also make use of spatial functions, such as Distance(), ST_Intersects(), ST_Contains() and ST_Within(), among others, to narrow down the results of your search. Most spatial queries include both an indexed test and a spatial function test. The index test serves to limit the number of return tuples to only tuples that might meet the condition of interest. The spatial functions are then use to test the condition exactly.
SELECT id, the_geom FROM thetable WHERE ST_Contains(the_geom,'POLYGON((0 0, 0 10, 10 10, 10 0, 0 0))');
How do I speed up spatial queries on large tables?
Fast queries on large tables is the raison d'etre of spatial databases (along with transaction support) so having a good index is important.
To build a spatial index on a table with a
CREATE INDEX [indexname] ON [tablename] USING GIST ( [geometrycolumn] );
The "USING GIST" option tells the server to use a GiST (Generalized Search Tree) index.
You should also ensure that the PostgreSQL query planner has enough information about your index to make rational decisions about when to use it. To do this, you have to "gather statistics" on your geometry tables.
For PostgreSQL 8.0.x and greater, just run the VACUUM ANALYZE command.
For PostgreSQL 7.4.x and below, run the SELECT UPDATE_GEOMETRY_STATS() command.
Why aren't PostgreSQL R-Tree indexes supported?
Early versions of PostGIS used the PostgreSQL R-Tree indexes. However, PostgreSQL R-Trees have been completely discarded since version 0.6, and spatial indexing is provided with an R-Tree-over-GiST scheme.
Our tests have shown search speed for native R-Tree and GiST to be comparable. Native PostgreSQL R-Trees have two limitations which make them undesirable for use with GIS features (note that these limitations are due to the current PostgreSQL native R-Tree implementation, not the R-Tree concept in general):
Why should I use the
If you do not want to use the OpenGIS support functions, you do
not have to. Simply create tables as in older versions, defining your
geometry columns in the CREATE statement. All your geometries will
have SRIDs of -1, and the OpenGIS meta-data tables will
not be filled in properly. However, this will
cause most applications based on PostGIS to fail, and it is generally
suggested that you do use
MapServer is one application which makes use of the
What is the best way to find all objects within a radius of another object?
To use the database most efficiently, it is best to do radius queries which combine the radius test with a bounding box test: the bounding box test uses the spatial index, giving fast access to a subset of data which the radius test is then applied to.
For example, to find all objects with 100 meters of POINT(1000 1000) the following query would work well:
SELECT * FROM geotable WHERE ST_DWithin(geocolumn, 'POINT(1000 1000)', 100.0);
How do I perform a coordinate reprojection as part of a query?
To perform a reprojection, both the source and destination coordinate systems must be defined in the SPATIAL_REF_SYS table, and the geometries being reprojected must already have an SRID set on them. Once that is done, a reprojection is as simple as referring to the desired destination SRID. The below projects a geometry to NAD 83 long lat. The below will only work if the srid of the_geom is not -1 (not undefined spatial ref)
SELECT ST_Transform(the_geom,4269) FROM geotable;
I did an ST_AsEWKT and ST_AsText on my rather large geometry and it returned blank field. What gives?
You are probably using PgAdmin or some other tool that doesn't output large text. If your geometry is big enough, it will appear blank in these tools. Use PSQL if you really need to see it or output it in WKT.
--To check number of geometries are really blank SELECT count(gid) FROM geotable WHERE the_geom IS NULL;
When I do an ST_Intersects, it says my two geometries don't intersect when I KNOW THEY DO. What gives?
This generally happens in two common cases. Your geometry is invalid -- check ST_IsValid or you are assuming they intersect because ST_AsText truncates the numbers and you have lots of decimals after it is not showing you.
I am releasing software that uses PostGIS, does that mean my software has to be licensed using the GPL like PostGIS? Will I have to publish all my code if I use PostGIS?
Almost certainly not. As an example, consider Oracle database running on Linux. Linux is GPL, Oracle is not: does Oracle running on Linux have to be distributed using the GPL? No. Similarly your software can use a PostgreSQL/PostGIS database as much as it wants and be under any license you like.
The only exception would be if you made changes to the PostGIS source code, and distributed your changed version of PostGIS. In that case you would have to share the code of your changed PostGIS (but not the code of applications running on top of it). Even in this limited case, you would still only have to distribute source code to people you distributed binaries to. The GPL does not require that you publish your source code, only that you share it with people you give binaries to.
The above remains true even if you use PostGIS in conjunction with the optional CGAL-enabled functions. Portions of CGAL are GPL, but so is all of PostGIS already: using CGAL does not make PostGIS any more GPL than it was to start with.
Why are the results of overlay operations and spatial predicates sometimes inconsistent?
This is usually presented as a specific case, such as
The reason is that PostGIS represents geometry and performs operations using finite-precision floating-point numbers. This provides the illusion of computing using real numbers - but it's only an illusion. Inevitably, small inaccuracies occur, which cause results of different operations to be slightly inconsistent.
Furthermore, PostGIS operations contain error-prevention code which may peturb input geometries by tiny amounts in order to prevent robustness errors from occuring. These minor alterations also may produce computed results which are not fully consistent.
The discrepancy between results should always be very small. But queries should not rely on exact consistency when comparing overlay results. Instead, consider using an area or distance-based tolerance in geometric comparisons.