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    <title>topic Re: Creating a (Vertical) Hydrologic Buffer in ModelBuilder Questions</title>
    <link>https://community.esri.com/t5/modelbuilder-questions/creating-a-vertical-hydrologic-buffer/m-p/879546#M2513</link>
    <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;P&gt;The reason for attempting to create a vertical buffer over a horizontal is to catch those 'low-lying' areas &lt;EM&gt;outside&lt;/EM&gt; of the horizontal extent of both the stream and any existing&amp;nbsp;&lt;EM&gt;horizontal&amp;nbsp;&lt;/EM&gt;buffer, which might be susceptible to flooding.&lt;/P&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
    <pubDate>Tue, 20 Jun 2017 19:29:30 GMT</pubDate>
    <dc:creator>TylerSearls</dc:creator>
    <dc:date>2017-06-20T19:29:30Z</dc:date>
    <item>
      <title>Creating a (Vertical) Hydrologic Buffer</title>
      <link>https://community.esri.com/t5/modelbuilder-questions/creating-a-vertical-hydrologic-buffer/m-p/879544#M2511</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;P&gt;Wondering if anyone has any experience in creating a&amp;nbsp;&lt;EM&gt;vertical&lt;/EM&gt; buffer adjacent a stream as opposed to the more typical horizontal buffer. I have a method planned but it seems awkward and less than ideal.&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;I'm attempting to create a (horizontal) buffer which will exist as 1 metre above a given stream's typical flow. The process will be eventually converted into a model or script but for the time being, i'm&amp;nbsp;more interested in potential approaches.&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;Cheers.&lt;/P&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Tue, 20 Jun 2017 19:17:56 GMT</pubDate>
      <guid>https://community.esri.com/t5/modelbuilder-questions/creating-a-vertical-hydrologic-buffer/m-p/879544#M2511</guid>
      <dc:creator>TylerSearls1</dc:creator>
      <dc:date>2017-06-20T19:17:56Z</dc:date>
    </item>
    <item>
      <title>Re: Creating a (Vertical) Hydrologic Buffer</title>
      <link>https://community.esri.com/t5/modelbuilder-questions/creating-a-vertical-hydrologic-buffer/m-p/879545#M2512</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;P&gt;Just a thought - would it essentially be the same if you add 1 meter to your DEM only in the horizontal extent of the stream?&amp;nbsp; If so, you could probably do this with &lt;EM&gt;Raster Calculator.&lt;/EM&gt;&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;Chris Donohue, GISP&lt;/P&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Tue, 20 Jun 2017 19:20:58 GMT</pubDate>
      <guid>https://community.esri.com/t5/modelbuilder-questions/creating-a-vertical-hydrologic-buffer/m-p/879545#M2512</guid>
      <dc:creator>ChrisDonohue__GISP</dc:creator>
      <dc:date>2017-06-20T19:20:58Z</dc:date>
    </item>
    <item>
      <title>Re: Creating a (Vertical) Hydrologic Buffer</title>
      <link>https://community.esri.com/t5/modelbuilder-questions/creating-a-vertical-hydrologic-buffer/m-p/879546#M2513</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;P&gt;The reason for attempting to create a vertical buffer over a horizontal is to catch those 'low-lying' areas &lt;EM&gt;outside&lt;/EM&gt; of the horizontal extent of both the stream and any existing&amp;nbsp;&lt;EM&gt;horizontal&amp;nbsp;&lt;/EM&gt;buffer, which might be susceptible to flooding.&lt;/P&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Tue, 20 Jun 2017 19:29:30 GMT</pubDate>
      <guid>https://community.esri.com/t5/modelbuilder-questions/creating-a-vertical-hydrologic-buffer/m-p/879546#M2513</guid>
      <dc:creator>TylerSearls</dc:creator>
      <dc:date>2017-06-20T19:29:30Z</dc:date>
    </item>
    <item>
      <title>Re: Creating a (Vertical) Hydrologic Buffer</title>
      <link>https://community.esri.com/t5/modelbuilder-questions/creating-a-vertical-hydrologic-buffer/m-p/879547#M2514</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;P&gt;There are several ways to go about this, I would think a really good method to try (assuming you have access to &lt;A href="https://community.esri.com/space/2091"&gt;Spatial Analyst&lt;/A&gt;) would be to&amp;nbsp;&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;1. Rasterize your stream line&lt;/P&gt;&lt;P&gt;2. Extract By Mask and Int to get integer cells of elevation at each location along the stream&lt;/P&gt;&lt;P&gt;3. Run Euclidean allocation to assign each location in your raster to the nearest stream elevation&lt;/P&gt;&lt;P&gt;4. Select areas where the difference between your allocated elevation and the DEM are less&amp;nbsp;than your estimated flood height. The Raster Calculator is a good tool for this operation.&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;Since you may pick up some disconnected areas, you may want to convert the result to polygon and edit the results.&lt;/P&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Tue, 20 Jun 2017 20:42:40 GMT</pubDate>
      <guid>https://community.esri.com/t5/modelbuilder-questions/creating-a-vertical-hydrologic-buffer/m-p/879547#M2514</guid>
      <dc:creator>curtvprice</dc:creator>
      <dc:date>2017-06-20T20:42:40Z</dc:date>
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