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    <title>topic computational methods of flow area and wetted perimeter of irregular channel cross section? in Water Resources Questions</title>
    <link>https://community.esri.com/t5/water-resources-questions/computational-methods-of-flow-area-and-wetted/m-p/495889#M3962</link>
    <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;P&gt;Please help me with computational methods (references or program codes) for calculating flow area and wetted perimeter of non-regular cross sections. This is needed to calculate flood depth using the Manning's normal depth method assuming the cross section is defined with station and elevation data.&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;Thanks!&lt;/P&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
    <pubDate>Mon, 28 Jul 2014 19:16:52 GMT</pubDate>
    <dc:creator>ShuhaiZheng</dc:creator>
    <dc:date>2014-07-28T19:16:52Z</dc:date>
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      <title>computational methods of flow area and wetted perimeter of irregular channel cross section?</title>
      <link>https://community.esri.com/t5/water-resources-questions/computational-methods-of-flow-area-and-wetted/m-p/495889#M3962</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;P&gt;Please help me with computational methods (references or program codes) for calculating flow area and wetted perimeter of non-regular cross sections. This is needed to calculate flood depth using the Manning's normal depth method assuming the cross section is defined with station and elevation data.&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;Thanks!&lt;/P&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Mon, 28 Jul 2014 19:16:52 GMT</pubDate>
      <guid>https://community.esri.com/t5/water-resources-questions/computational-methods-of-flow-area-and-wetted/m-p/495889#M3962</guid>
      <dc:creator>ShuhaiZheng</dc:creator>
      <dc:date>2014-07-28T19:16:52Z</dc:date>
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