I may have another answer to your question (since the X and Y co-ordinates
were just swapped).
Here are the docs:
* http://docs.geotools.org/latest/userguide/library/referencing/order.html
TLDR: Scientists and Sailors measure location lat/lon order based on more
accurate measurement first. Compu
OK I found a workaround for the problem.
I wrote a simple method that projects the data from the CRS they are really
in, into the CRS defined by the EPSG code.
Here it is:
public void reproject(DataStore dataStore, String sourceName,
CoordinateReferenceSystem currentCRS, CoordinateReferenceSyste
Ah sorry moving too quickly (yay coffee). That is indeed a good question, older
copies of uDig were using the epsg-h2 jar, I understand epsg-hsql is the
preferred choice these days.
uDig also provides a few additional codes (which you can do with a property
file and a bit of setup).
-
https:/
OK, I will try with uploading the definition to postgis.
But still I find it strange that udig does that correctly. You wrote that it
read my prj file.
Yes, but when I read the file everything was OK as well.
The question is why udig displayed the data correctly when it read CRS from
postgis and m
When possible load your data into postgis with the correct SRID, you can look
them up on line here: http://epsg.io or http://spatialreference.org
You can teach both postgis, geotools and geoserver about additional codes (in
case your local government has made something up that is not official).
Hello,
My name is Marcin and this is my first post here, so if I ma somewhere
unclear - please just let me know
I have a problem with transforming geometries from one coordinate system to
another.
Here is a description of my application.
1. I have a map that uses openstreetmap as a base map in P
