<?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 Flow accumulation with weights in ArcGIS Spatial Analyst Questions</title>
    <link>https://community.esri.com/t5/arcgis-spatial-analyst-questions/flow-accumulation-with-weights/m-p/722603#M10482</link>
    <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;SPAN&gt;I have a problem with Flow Accumulation.&lt;/SPAN&gt;&lt;BR /&gt;&lt;BR /&gt;&lt;SPAN&gt;I have a DEM, on which I indetified and filled sinks and calculated the flow direction. This works and gives me a raster with resolution 0.00833°.&lt;/SPAN&gt;&lt;BR /&gt;&lt;BR /&gt;&lt;SPAN&gt;Now I want to run Flow Accumulation with a raster for weight. My weight raster is a 0.5° raster with water uses from surface waters. In each pixel the amount withdrawn in that respective pixel is given. I now want to accumulate these withdrawals, becuase once I have withdrawn a certain amount in one cell, this amount is ging to miss in the downstream river as well.&lt;/SPAN&gt;&lt;BR /&gt;&lt;BR /&gt;&lt;SPAN&gt;I re-calculated the raster to have the same resolution like the flow Direction raster (by multiplying with the area of the 0.00833° cells and dividing with the area of the 0.5° cells and then mosaic to the lower resolution).&lt;/SPAN&gt;&lt;BR /&gt;&lt;BR /&gt;&lt;SPAN&gt;The tool also runs but to me the results seem unrealistic: I get values up to 10^13 m3/yr, while I had in the original raster values of maximum 10^8. Is that possible? &lt;/SPAN&gt;&lt;BR /&gt;&lt;SPAN&gt;I checked with rivers in the area and they have runoffs of around 10^10 m3/yr. That would mean my rivers run dry, which is not the case in reality.&lt;/SPAN&gt;&lt;BR /&gt;&lt;BR /&gt;&lt;SPAN&gt;Does anyone know what I am doing wrong?&lt;/SPAN&gt;&lt;BR /&gt;&lt;SPAN&gt;Thanks a lot!&lt;/SPAN&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
    <pubDate>Wed, 27 Jun 2012 12:06:06 GMT</pubDate>
    <dc:creator>FrancescaVerones</dc:creator>
    <dc:date>2012-06-27T12:06:06Z</dc:date>
    <item>
      <title>Flow accumulation with weights</title>
      <link>https://community.esri.com/t5/arcgis-spatial-analyst-questions/flow-accumulation-with-weights/m-p/722603#M10482</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;SPAN&gt;I have a problem with Flow Accumulation.&lt;/SPAN&gt;&lt;BR /&gt;&lt;BR /&gt;&lt;SPAN&gt;I have a DEM, on which I indetified and filled sinks and calculated the flow direction. This works and gives me a raster with resolution 0.00833°.&lt;/SPAN&gt;&lt;BR /&gt;&lt;BR /&gt;&lt;SPAN&gt;Now I want to run Flow Accumulation with a raster for weight. My weight raster is a 0.5° raster with water uses from surface waters. In each pixel the amount withdrawn in that respective pixel is given. I now want to accumulate these withdrawals, becuase once I have withdrawn a certain amount in one cell, this amount is ging to miss in the downstream river as well.&lt;/SPAN&gt;&lt;BR /&gt;&lt;BR /&gt;&lt;SPAN&gt;I re-calculated the raster to have the same resolution like the flow Direction raster (by multiplying with the area of the 0.00833° cells and dividing with the area of the 0.5° cells and then mosaic to the lower resolution).&lt;/SPAN&gt;&lt;BR /&gt;&lt;BR /&gt;&lt;SPAN&gt;The tool also runs but to me the results seem unrealistic: I get values up to 10^13 m3/yr, while I had in the original raster values of maximum 10^8. Is that possible? &lt;/SPAN&gt;&lt;BR /&gt;&lt;SPAN&gt;I checked with rivers in the area and they have runoffs of around 10^10 m3/yr. That would mean my rivers run dry, which is not the case in reality.&lt;/SPAN&gt;&lt;BR /&gt;&lt;BR /&gt;&lt;SPAN&gt;Does anyone know what I am doing wrong?&lt;/SPAN&gt;&lt;BR /&gt;&lt;SPAN&gt;Thanks a lot!&lt;/SPAN&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Wed, 27 Jun 2012 12:06:06 GMT</pubDate>
      <guid>https://community.esri.com/t5/arcgis-spatial-analyst-questions/flow-accumulation-with-weights/m-p/722603#M10482</guid>
      <dc:creator>FrancescaVerones</dc:creator>
      <dc:date>2012-06-27T12:06:06Z</dc:date>
    </item>
    <item>
      <title>Re: Flow accumulation with weights</title>
      <link>https://community.esri.com/t5/arcgis-spatial-analyst-questions/flow-accumulation-with-weights/m-p/722604#M10483</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;SPAN&gt;Maybe I'm getting you wrong here but note that the weights input into a flowaccumulation function multiplies the wt X flowacc in each cell.&lt;/SPAN&gt;&lt;BR /&gt;&lt;SPAN&gt;So in this application your wt grid should be a proportion of water vol removed / total water, ie a number between 0 and 1.&lt;/SPAN&gt;&lt;BR /&gt;&lt;SPAN&gt;Might need some extra toil here but if the water is extracted at only certain points then they should be set appropriately (like 0.75 meaning 25% of the input has been extracted) and all other values set to = 1 (100% passes through).&lt;/SPAN&gt;&lt;BR /&gt;&lt;BR /&gt;&lt;SPAN&gt;I think this should work.&lt;/SPAN&gt;&lt;BR /&gt;&lt;SPAN&gt;Cheers, N&lt;/SPAN&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Thu, 28 Jun 2012 14:18:55 GMT</pubDate>
      <guid>https://community.esri.com/t5/arcgis-spatial-analyst-questions/flow-accumulation-with-weights/m-p/722604#M10483</guid>
      <dc:creator>NeilAyres</dc:creator>
      <dc:date>2012-06-28T14:18:55Z</dc:date>
    </item>
  </channel>
</rss>

