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    <title>topic XYZ points from Raster for Triangulation in Data Management Questions</title>
    <link>https://community.esri.com/t5/data-management-questions/xyz-points-from-raster-for-triangulation/m-p/648655#M36716</link>
    <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;P&gt;I would like to ask if this workflow for obtaining xyz points from raster data is acceptable.&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;1. Obtain SRTM data from USGS (usually 30m res.)&lt;/P&gt;&lt;P&gt;2.&amp;nbsp;Define or Project to proper coordinate reference system and Clip to reduce the data.&lt;/P&gt;&lt;P&gt;3.&amp;nbsp;Use the tool raster to point to create points on each center of pixels.&amp;nbsp; Point features created will inherit the z value of each pixel.&lt;/P&gt;&lt;P&gt;4.&amp;nbsp; Use the tool Export feature attributes to ASCII to export the points in csv format to have the x, y, and z.&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;I would then use the ASCII file containing x, y and z columns&amp;nbsp;in other software like Bentley InRoads to create the surface and do the triangulation in Bentley InRoads.&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;Any comments on the workflow will be much appreciated.&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;Regards,&lt;/P&gt;&lt;P&gt;Ron&lt;/P&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
    <pubDate>Mon, 04 Jun 2018 04:51:30 GMT</pubDate>
    <dc:creator>RonMan</dc:creator>
    <dc:date>2018-06-04T04:51:30Z</dc:date>
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      <title>XYZ points from Raster for Triangulation</title>
      <link>https://community.esri.com/t5/data-management-questions/xyz-points-from-raster-for-triangulation/m-p/648655#M36716</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;P&gt;I would like to ask if this workflow for obtaining xyz points from raster data is acceptable.&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;1. Obtain SRTM data from USGS (usually 30m res.)&lt;/P&gt;&lt;P&gt;2.&amp;nbsp;Define or Project to proper coordinate reference system and Clip to reduce the data.&lt;/P&gt;&lt;P&gt;3.&amp;nbsp;Use the tool raster to point to create points on each center of pixels.&amp;nbsp; Point features created will inherit the z value of each pixel.&lt;/P&gt;&lt;P&gt;4.&amp;nbsp; Use the tool Export feature attributes to ASCII to export the points in csv format to have the x, y, and z.&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;I would then use the ASCII file containing x, y and z columns&amp;nbsp;in other software like Bentley InRoads to create the surface and do the triangulation in Bentley InRoads.&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;Any comments on the workflow will be much appreciated.&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;Regards,&lt;/P&gt;&lt;P&gt;Ron&lt;/P&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Mon, 04 Jun 2018 04:51:30 GMT</pubDate>
      <guid>https://community.esri.com/t5/data-management-questions/xyz-points-from-raster-for-triangulation/m-p/648655#M36716</guid>
      <dc:creator>RonMan</dc:creator>
      <dc:date>2018-06-04T04:51:30Z</dc:date>
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      <title>Re: XYZ points from Raster for Triangulation</title>
      <link>https://community.esri.com/t5/data-management-questions/xyz-points-from-raster-for-triangulation/m-p/648656#M36717</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;P&gt;Looks alright, but why do want to use Bentley? There are other options including open source types if you don't have 3D analyst&lt;/P&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Mon, 04 Jun 2018 22:50:51 GMT</pubDate>
      <guid>https://community.esri.com/t5/data-management-questions/xyz-points-from-raster-for-triangulation/m-p/648656#M36717</guid>
      <dc:creator>DanPatterson_Retired</dc:creator>
      <dc:date>2018-06-04T22:50:51Z</dc:date>
    </item>
    <item>
      <title>Re: XYZ points from Raster for Triangulation</title>
      <link>https://community.esri.com/t5/data-management-questions/xyz-points-from-raster-for-triangulation/m-p/648657#M36718</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;P&gt;Thanks Dan.&amp;nbsp; It is because that is my main work / software at work for road design.&amp;nbsp; It is just that the surface / profile created by this method is&amp;nbsp;rough terrain.&amp;nbsp;&amp;nbsp;Alot of small undulations compared to lidar data or the one from the EU-DEM.&amp;nbsp; For&amp;nbsp; Hydrology study, this is not good terrain.&amp;nbsp; I think i am missing something.&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;Regards,&lt;/P&gt;&lt;P&gt;Ron&lt;/P&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Tue, 05 Jun 2018 01:54:41 GMT</pubDate>
      <guid>https://community.esri.com/t5/data-management-questions/xyz-points-from-raster-for-triangulation/m-p/648657#M36718</guid>
      <dc:creator>RonMan</dc:creator>
      <dc:date>2018-06-05T01:54:41Z</dc:date>
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    <item>
      <title>Re: XYZ points from Raster for Triangulation</title>
      <link>https://community.esri.com/t5/data-management-questions/xyz-points-from-raster-for-triangulation/m-p/648658#M36719</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;P&gt;Ron... SRTM is pretty coarse and probably not suited for the level of detail that you need.&lt;/P&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Tue, 05 Jun 2018 01:57:42 GMT</pubDate>
      <guid>https://community.esri.com/t5/data-management-questions/xyz-points-from-raster-for-triangulation/m-p/648658#M36719</guid>
      <dc:creator>DanPatterson_Retired</dc:creator>
      <dc:date>2018-06-05T01:57:42Z</dc:date>
    </item>
    <item>
      <title>Re: XYZ points from Raster for Triangulation</title>
      <link>https://community.esri.com/t5/data-management-questions/xyz-points-from-raster-for-triangulation/m-p/648659#M36720</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;P&gt;Is there any way i can interpolate to add intermediate points between grid of points?&amp;nbsp; Just to make the ground smoother.&lt;/P&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Tue, 05 Jun 2018 05:50:51 GMT</pubDate>
      <guid>https://community.esri.com/t5/data-management-questions/xyz-points-from-raster-for-triangulation/m-p/648659#M36720</guid>
      <dc:creator>RonMan</dc:creator>
      <dc:date>2018-06-05T05:50:51Z</dc:date>
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    <item>
      <title>Re: XYZ points from Raster for Triangulation</title>
      <link>https://community.esri.com/t5/data-management-questions/xyz-points-from-raster-for-triangulation/m-p/648660#M36721</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;P&gt;Not really IMHO, spline perhaps&amp;nbsp;&lt;A href="http://pro.arcgis.com/en/pro-app/tool-reference/3d-analyst/comparing-interpolation-methods.htm"&gt;http://pro.arcgis.com/en/pro-app/tool-reference/3d-analyst/comparing-interpolation-methods.htm&lt;/A&gt;&lt;/P&gt;&lt;P&gt;but you still have the input data causing the issue.&amp;nbsp; Smoothing can be done after the fact using things like focal mean to take the edge of highs and lows.&lt;/P&gt;&lt;P&gt;Some interpolators are better than others for reducing the impact of real or artificial data 'anomolies'.&amp;nbsp; If you are smoothing for aesthetics then that is a separate issue from smoothing for things like analysis for hydrologically 'correct' data&lt;/P&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Tue, 05 Jun 2018 08:05:02 GMT</pubDate>
      <guid>https://community.esri.com/t5/data-management-questions/xyz-points-from-raster-for-triangulation/m-p/648660#M36721</guid>
      <dc:creator>DanPatterson_Retired</dc:creator>
      <dc:date>2018-06-05T08:05:02Z</dc:date>
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    <item>
      <title>Re: XYZ points from Raster for Triangulation</title>
      <link>https://community.esri.com/t5/data-management-questions/xyz-points-from-raster-for-triangulation/m-p/648661#M36722</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;P&gt;Much appreciated Dan.&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;Thanks,&lt;/P&gt;&lt;P&gt;Ron&lt;/P&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Tue, 05 Jun 2018 11:02:55 GMT</pubDate>
      <guid>https://community.esri.com/t5/data-management-questions/xyz-points-from-raster-for-triangulation/m-p/648661#M36722</guid>
      <dc:creator>RonMan</dc:creator>
      <dc:date>2018-06-05T11:02:55Z</dc:date>
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