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    <title>topic Re: Interpolation techniques in ArcGIS Spatial Analyst Questions</title>
    <link>https://community.esri.com/t5/arcgis-spatial-analyst-questions/interpolation-techniques/m-p/257935#M3690</link>
    <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;SPAN&gt;All methods will work. Inverse Distance Weighted method is a bit more straight forward but if you want an interpolation method with a lot of variability in the model used go with Kriging. I typically dont use spline unless there is a very specific need for it. As far as Kriging goes universal considers a percentage of local v. global points used (easier understood as close versus far points) and ordinary is just as it states a more ordinary interpolation method. I would recommended if you have the availability use the "Geostatistical Wizard" for Kriging interpolation as you can create a much more custom model for interpolation. If your goal is a relatively quick, simple, and easy to understand interpolation IDW is the way to go but if you want a customizable very accurate interpolation Ordinary Kriging using the Geostatistical Wizard is your best bet.&lt;/SPAN&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
    <pubDate>Wed, 02 Mar 2011 00:49:01 GMT</pubDate>
    <dc:creator>KylePurdon</dc:creator>
    <dc:date>2011-03-02T00:49:01Z</dc:date>
    <item>
      <title>Interpolation techniques</title>
      <link>https://community.esri.com/t5/arcgis-spatial-analyst-questions/interpolation-techniques/m-p/257934#M3689</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;SPAN&gt;hello all,&lt;/SPAN&gt;&lt;BR /&gt;&lt;BR /&gt;&lt;SPAN&gt;I am trying to generate a depth to groundwater map using available data that I have. The data that I'm using is primarily well water data. I am unsure as to which method I should use, Inverse Distance Weighted, splining, or kriging. If I do choose kriging, should I use universal, ordinary, simple, etc.?&lt;/SPAN&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Wed, 02 Mar 2011 00:00:15 GMT</pubDate>
      <guid>https://community.esri.com/t5/arcgis-spatial-analyst-questions/interpolation-techniques/m-p/257934#M3689</guid>
      <dc:creator>PeterMelle</dc:creator>
      <dc:date>2011-03-02T00:00:15Z</dc:date>
    </item>
    <item>
      <title>Re: Interpolation techniques</title>
      <link>https://community.esri.com/t5/arcgis-spatial-analyst-questions/interpolation-techniques/m-p/257935#M3690</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;SPAN&gt;All methods will work. Inverse Distance Weighted method is a bit more straight forward but if you want an interpolation method with a lot of variability in the model used go with Kriging. I typically dont use spline unless there is a very specific need for it. As far as Kriging goes universal considers a percentage of local v. global points used (easier understood as close versus far points) and ordinary is just as it states a more ordinary interpolation method. I would recommended if you have the availability use the "Geostatistical Wizard" for Kriging interpolation as you can create a much more custom model for interpolation. If your goal is a relatively quick, simple, and easy to understand interpolation IDW is the way to go but if you want a customizable very accurate interpolation Ordinary Kriging using the Geostatistical Wizard is your best bet.&lt;/SPAN&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Wed, 02 Mar 2011 00:49:01 GMT</pubDate>
      <guid>https://community.esri.com/t5/arcgis-spatial-analyst-questions/interpolation-techniques/m-p/257935#M3690</guid>
      <dc:creator>KylePurdon</dc:creator>
      <dc:date>2011-03-02T00:49:01Z</dc:date>
    </item>
    <item>
      <title>Re: Interpolation techniques</title>
      <link>https://community.esri.com/t5/arcgis-spatial-analyst-questions/interpolation-techniques/m-p/257936#M3691</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;SPAN&gt;Thank you both for your input, it was very helpful. The map I am generating is a groundwater elevation map for Luzerne County in Northeastern Pennsylvania. The geology of the area is very unique, as there are both confined and unconfined aquifers within the county. I will consider both techniques and consult a local hydrogeologist ang geologist about the accuracy of the model.&lt;/SPAN&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Thu, 03 Mar 2011 15:21:32 GMT</pubDate>
      <guid>https://community.esri.com/t5/arcgis-spatial-analyst-questions/interpolation-techniques/m-p/257936#M3691</guid>
      <dc:creator>PeterMelle</dc:creator>
      <dc:date>2011-03-03T15:21:32Z</dc:date>
    </item>
    <item>
      <title>Re: Interpolation techniques</title>
      <link>https://community.esri.com/t5/arcgis-spatial-analyst-questions/interpolation-techniques/m-p/257937#M3692</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;SPAN&gt;If I am understanding this correctly, you mean creating groundwater elevation models for smaller units for the layer I am working in and then combining them together as a whole. If that is correct, I have considered that possibility, but am unsure as to how to proceed in that direction. regarding "breaklines", I could separate points on the map that are within watershed sub basins or elevations to attempt this, however I am unsure if this would be reflective of the aquifers. Any suggestions?&lt;/SPAN&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Fri, 04 Mar 2011 18:39:28 GMT</pubDate>
      <guid>https://community.esri.com/t5/arcgis-spatial-analyst-questions/interpolation-techniques/m-p/257937#M3692</guid>
      <dc:creator>PeterMelle</dc:creator>
      <dc:date>2011-03-04T18:39:28Z</dc:date>
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