Hi, for the Geomajas project we are using GeoTools for server-side CRS transformations, and sometimes run into problems can trying to transform coordinates close to the poles.
I realize that this is a huge problem in general, but I was wondering if there is some way to catch such errors, and have GeoTools calculate some best-effort coordinates. What I'm basically looking for is a general way of handling coordinate transformations, so that our back-end never totally fails, but always is able to return some kind of answer. I was hoping you guys would know some best-practices or so to help us out. Cheers, -- Pieter De Graef Community Manager GeoSparc nv. http://www.geosparc.com/ Chairman of the Geomajas project http://www.geomajas.org/ ------------------------------------------------------------------------------ What happens now with your Lotus Notes apps - do you make another costly upgrade, or settle for being marooned without product support? Time to move off Lotus Notes and onto the cloud with Force.com, apps are easier to build, use, and manage than apps on traditional platforms. Sign up for the Lotus Notes Migration Kit to learn more. http://p.sf.net/sfu/salesforce-d2d _______________________________________________ Geotools-devel mailing list Geotools-devel@lists.sourceforge.net https://lists.sourceforge.net/lists/listinfo/geotools-devel
