<?xml version="1.0" encoding="UTF-8"?>
<rss xmlns:content="http://purl.org/rss/1.0/modules/content/" xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:rdf="http://www.w3.org/1999/02/22-rdf-syntax-ns#" xmlns:taxo="http://purl.org/rss/1.0/modules/taxonomy/" version="2.0">
  <channel>
    <title>topic Re: Projektion Problem  in Coordinate Reference Systems Questions</title>
    <link>https://community.esri.com/t5/coordinate-reference-systems-questions/projektion-problem/m-p/802160#M805</link>
    <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;P&gt;“Projection on the fly” doesn’t work accurate! The best way is to project both sources by using the project tool  into ETRS_1989_UTM_Zone_32N  (EPSG 25832). Because of the differences between the basic geoids the points will have retain an inaccuracy about 70 – 120 meter.&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;Von: S. R. &lt;/P&gt;&lt;P&gt;Gesendet: Dienstag, 4. September 2018 17:28&lt;/P&gt;&lt;P&gt;An: Vinnemann, Christa &amp;lt;Christa.Vinnemann@bgr.de&amp;gt;&lt;/P&gt;&lt;P&gt;Betreff: Re:  - Re: Projektion Problem&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;GeoNet &amp;lt;https://community.esri.com/?et=watches.email.thread&amp;gt;&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;Re: Projektion Problem&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;reply from S. R.&amp;lt;https://community.esri.com/people/seb.ra?et=watches.email.thread&amp;gt; in Coordinate Reference Systems - View the full discussion&amp;lt;https://community.esri.com/message/796694-re-projektion-problem?commentID=796694&amp;amp;et=watches.email.thread#comment-796694&amp;gt;&lt;/P&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
    <pubDate>Wed, 05 Sep 2018 07:14:47 GMT</pubDate>
    <dc:creator>ChristaVinnemann</dc:creator>
    <dc:date>2018-09-05T07:14:47Z</dc:date>
    <item>
      <title>Projektion Problem</title>
      <link>https://community.esri.com/t5/coordinate-reference-systems-questions/projektion-problem/m-p/802157#M802</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;P&gt;Hello Everyone,&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;i have a (maybe real simple) Problem. I want to add Point Data using X/y-Coordinates based on two different excel-tab. As a basement-layer i use official Data UTM Zone 32 (25832). The first adding is no Problem, die x/y Data is given in N and E collum with Values like:&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;TABLE border="0" cellpadding="0" cellspacing="0" style="border-collapse: collapse; width: 120pt;" width="160"&gt;&lt;TBODY&gt;&lt;TR style="height: 15.0pt;"&gt;&lt;TD height="20" style="height: 15.0pt; width: 60pt;" width="80"&gt;N&lt;/TD&gt;&lt;TD style="width: 60pt;" width="80"&gt;E&lt;/TD&gt;&lt;/TR&gt;&lt;TR style="height: 15.0pt;"&gt;&lt;TD align="right" height="20" style="height: 15.0pt;"&gt;2689100&lt;/TD&gt;&lt;TD align="right"&gt;4337000&lt;/TD&gt;&lt;/TR&gt;&lt;TR style="height: 15.0pt;"&gt;&lt;TD align="right" height="20" style="height: 15.0pt;"&gt;2689100&lt;/TD&gt;&lt;TD align="right"&gt;4341100&lt;/TD&gt;&lt;/TR&gt;&lt;TR style="height: 15.0pt;"&gt;&lt;TD align="right" height="20" style="height: 15.0pt;"&gt;2690800&lt;/TD&gt;&lt;TD align="right"&gt;&lt;P&gt;4341200&lt;/P&gt;&lt;/TD&gt;&lt;/TR&gt;&lt;/TBODY&gt;&lt;/TABLE&gt;&lt;P&gt;The Documentary says the Data is given in ETRS_1989_LAEA (3035) and its working fine. The second tab now has x/y Data given in that form:&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;TABLE width="213"&gt;&lt;TBODY&gt;&lt;TR&gt;&lt;TD width="99"&gt;N&lt;/TD&gt;&lt;TD width="114"&gt;E&lt;/TD&gt;&lt;/TR&gt;&lt;TR&gt;&lt;TD&gt;4404927,43&lt;/TD&gt;&lt;TD&gt;5539801,47&lt;/TD&gt;&lt;/TR&gt;&lt;TR&gt;&lt;TD&gt;4370697,91&lt;/TD&gt;&lt;TD&gt;5544504,58&lt;/TD&gt;&lt;/TR&gt;&lt;TR&gt;&lt;TD&gt;4373924,39&lt;/TD&gt;&lt;TD&gt;5547811,9&lt;/TD&gt;&lt;/TR&gt;&lt;/TBODY&gt;&lt;/TABLE&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;I checked the coordinates using web-tools and the point where located at the right spots using Gauss_Zone_3 (31467). But when i want to add this x/y-Data to my projekt there is always a significant cutoff between my first und the secound data:&lt;/P&gt;&lt;P&gt;&lt;IMG class="image-1 jive-image" src="https://community.esri.com/legacyfs/online/421000_pastedImage_1.png" /&gt;&lt;/P&gt;&lt;P&gt;I tryed also different Projektions/Systems but the results stayed the same. Anyone has a idea how to fix this Problem? (iam using ArcGIS 10.5)&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;DIV class=""&gt;&lt;DIV&gt;&lt;DIV class=""&gt;&lt;SPAN lang="en"&gt;Best Regards,&lt;BR /&gt;&lt;/SPAN&gt;&lt;/DIV&gt;&lt;DIV class=""&gt;&lt;SPAN lang="en"&gt;Sebastian&lt;/SPAN&gt;&lt;/DIV&gt;&lt;/DIV&gt;&lt;/DIV&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Tue, 04 Sep 2018 09:25:30 GMT</pubDate>
      <guid>https://community.esri.com/t5/coordinate-reference-systems-questions/projektion-problem/m-p/802157#M802</guid>
      <dc:creator>S_R_</dc:creator>
      <dc:date>2018-09-04T09:25:30Z</dc:date>
    </item>
    <item>
      <title>Re: Projektion Problem</title>
      <link>https://community.esri.com/t5/coordinate-reference-systems-questions/projektion-problem/m-p/802158#M803</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;P&gt;Hi Sebastian,&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;your second&amp;nbsp;data source is in "DHDN 3-Degree Gauss Zone 4" with the EPSG authority 31468. And it's really important to use the transformation "DHDN_To_ETRS_1989_8_NTv2" for correct projections!&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;Cheers&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;Christa&lt;/P&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Tue, 04 Sep 2018 11:33:44 GMT</pubDate>
      <guid>https://community.esri.com/t5/coordinate-reference-systems-questions/projektion-problem/m-p/802158#M803</guid>
      <dc:creator>ChristaVinnemann</dc:creator>
      <dc:date>2018-09-04T11:33:44Z</dc:date>
    </item>
    <item>
      <title>Re: Projektion Problem</title>
      <link>https://community.esri.com/t5/coordinate-reference-systems-questions/projektion-problem/m-p/802159#M804</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;P&gt;It worked, thank you Christa.&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;Just as aditional Information: witch transformation should i use for the first x/y-Dateset to get the same results? There is a slide difference between them&lt;/P&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Tue, 04 Sep 2018 15:27:33 GMT</pubDate>
      <guid>https://community.esri.com/t5/coordinate-reference-systems-questions/projektion-problem/m-p/802159#M804</guid>
      <dc:creator>S_R_</dc:creator>
      <dc:date>2018-09-04T15:27:33Z</dc:date>
    </item>
    <item>
      <title>Re: Projektion Problem</title>
      <link>https://community.esri.com/t5/coordinate-reference-systems-questions/projektion-problem/m-p/802160#M805</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;P&gt;“Projection on the fly” doesn’t work accurate! The best way is to project both sources by using the project tool  into ETRS_1989_UTM_Zone_32N  (EPSG 25832). Because of the differences between the basic geoids the points will have retain an inaccuracy about 70 – 120 meter.&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;Von: S. R. &lt;/P&gt;&lt;P&gt;Gesendet: Dienstag, 4. September 2018 17:28&lt;/P&gt;&lt;P&gt;An: Vinnemann, Christa &amp;lt;Christa.Vinnemann@bgr.de&amp;gt;&lt;/P&gt;&lt;P&gt;Betreff: Re:  - Re: Projektion Problem&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;GeoNet &amp;lt;https://community.esri.com/?et=watches.email.thread&amp;gt;&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;Re: Projektion Problem&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;reply from S. R.&amp;lt;https://community.esri.com/people/seb.ra?et=watches.email.thread&amp;gt; in Coordinate Reference Systems - View the full discussion&amp;lt;https://community.esri.com/message/796694-re-projektion-problem?commentID=796694&amp;amp;et=watches.email.thread#comment-796694&amp;gt;&lt;/P&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Wed, 05 Sep 2018 07:14:47 GMT</pubDate>
      <guid>https://community.esri.com/t5/coordinate-reference-systems-questions/projektion-problem/m-p/802160#M805</guid>
      <dc:creator>ChristaVinnemann</dc:creator>
      <dc:date>2018-09-05T07:14:47Z</dc:date>
    </item>
    <item>
      <title>Re: Projektion Problem</title>
      <link>https://community.esri.com/t5/coordinate-reference-systems-questions/projektion-problem/m-p/802161#M806</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;P&gt;&lt;A href="https://community.esri.com/migrated-users/198149"&gt;Christa Vinnemann&lt;/A&gt;‌ Projection-on-the-fly for vector data uses the same functions and settings as the Project tool. For rasters, they use zoom-level / map scale to adjust the on-the-fly projection. If you change the map scale or zoom level, the algorithm will adjust.&amp;nbsp;&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;&lt;A href="https://community.esri.com/migrated-users/29223"&gt;S. R.&lt;/A&gt;‌ What coordinate system if the map using? You can try other DHDN /&amp;nbsp;ETRS89 transformations. Try #3 which is used in your area of use.&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;Melita&lt;/P&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Tue, 11 Sep 2018 19:26:54 GMT</pubDate>
      <guid>https://community.esri.com/t5/coordinate-reference-systems-questions/projektion-problem/m-p/802161#M806</guid>
      <dc:creator>MelitaKennedy</dc:creator>
      <dc:date>2018-09-11T19:26:54Z</dc:date>
    </item>
  </channel>
</rss>

