<?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 GeoRas- HEC-Ras problems in Water Resources Questions</title>
    <link>https://community.esri.com/t5/water-resources-questions/georas-hec-ras-problems/m-p/740270#M3793</link>
    <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;P&gt;Hi everyone, &lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;I'm working on a project that involves the calculation of the 50 year flood height so what I am trying to do is create the geometry data in GEO-RAS and export it to HEC-RAS to run the model with the flow I got for that return period. I also got the mean flow. The problem I am having is when I export the data in HEC-RAS everything seems to be right but when I compute the plan the results for the WS Elev doesn't make any sense. I also notice that sometimes HEC-RAS deforms my cross sections not the shape but the length and altitude. It's really weird because if I put a really low flow the floodplain is completely full. Someone could shed light on this? what am I missing? I would much appreciate any help, it's driving me crazy. Attached is the profile of my river with a flow of 18.4 m3/s if it helps.&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;Many thanks in advance. &lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;Laura Lozano&lt;/P&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
    <pubDate>Fri, 17 Apr 2015 10:34:56 GMT</pubDate>
    <dc:creator>LauraLozano_de_sosa</dc:creator>
    <dc:date>2015-04-17T10:34:56Z</dc:date>
    <item>
      <title>GeoRas- HEC-Ras problems</title>
      <link>https://community.esri.com/t5/water-resources-questions/georas-hec-ras-problems/m-p/740270#M3793</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;P&gt;Hi everyone, &lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;I'm working on a project that involves the calculation of the 50 year flood height so what I am trying to do is create the geometry data in GEO-RAS and export it to HEC-RAS to run the model with the flow I got for that return period. I also got the mean flow. The problem I am having is when I export the data in HEC-RAS everything seems to be right but when I compute the plan the results for the WS Elev doesn't make any sense. I also notice that sometimes HEC-RAS deforms my cross sections not the shape but the length and altitude. It's really weird because if I put a really low flow the floodplain is completely full. Someone could shed light on this? what am I missing? I would much appreciate any help, it's driving me crazy. Attached is the profile of my river with a flow of 18.4 m3/s if it helps.&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;Many thanks in advance. &lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;Laura Lozano&lt;/P&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Fri, 17 Apr 2015 10:34:56 GMT</pubDate>
      <guid>https://community.esri.com/t5/water-resources-questions/georas-hec-ras-problems/m-p/740270#M3793</guid>
      <dc:creator>LauraLozano_de_sosa</dc:creator>
      <dc:date>2015-04-17T10:34:56Z</dc:date>
    </item>
  </channel>
</rss>

