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    <title>topic Re: Best approach for simulating flooding due to beaver dam construction? in Water Utilities Questions</title>
    <link>https://community.esri.com/t5/water-utilities-questions/best-approach-for-simulating-flooding-due-to/m-p/256476#M542</link>
    <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;P&gt;&lt;A href="https://community.esri.com/migrated-users/4422"&gt;Joe ...&lt;/A&gt;‌ just check Janata's links and all is good.&lt;/P&gt;&lt;P&gt;Edge browser, windows 10 on my shiny new Surface Book 3 &lt;IMG src="https://community.esri.com/legacyfs/online/emoticons/wink.png" /&gt;&lt;/P&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
    <pubDate>Thu, 04 Jun 2020 03:38:07 GMT</pubDate>
    <dc:creator>DanPatterson</dc:creator>
    <dc:date>2020-06-04T03:38:07Z</dc:date>
    <item>
      <title>Best approach for simulating flooding due to beaver dam construction?</title>
      <link>https://community.esri.com/t5/water-utilities-questions/best-approach-for-simulating-flooding-due-to/m-p/256471#M537</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;P&gt;I am investigating the potential impacts of beaver activity on an urban watershed by predict where flooding induced by beaver&amp;nbsp;activity may impact infrastructure. I intend to simulate the placement of beaver dams in the streams at random points at as many points as possible to determine where inundation from a potential beaver dam will come into contact with infrastructure.&amp;nbsp;As a novice ESRI/ArcMap user I am unsure of where to start once I have the DEMs and watershed mapped out.&amp;nbsp;&lt;/P&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Wed, 03 Jun 2020 17:16:34 GMT</pubDate>
      <guid>https://community.esri.com/t5/water-utilities-questions/best-approach-for-simulating-flooding-due-to/m-p/256471#M537</guid>
      <dc:creator>DevinHock</dc:creator>
      <dc:date>2020-06-03T17:16:34Z</dc:date>
    </item>
    <item>
      <title>Re: Best approach for simulating flooding due to beaver dam construction?</title>
      <link>https://community.esri.com/t5/water-utilities-questions/best-approach-for-simulating-flooding-due-to/m-p/256472#M538</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;P&gt;Interesting question. Most gis applications to inundation are focused downstream in the event if a dam breach whereas you are looking at upstream impoundment.&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;Off hand, at least two factors would need to be considered:&amp;nbsp; stream in flow and height of the&amp;nbsp;beaver dam.&amp;nbsp; You'd then need to calculate the volume of the ''reservoir' while considering the surface area and where the low spot is in your terrain relative to the height of the dam.&amp;nbsp; (There may be other parameters to examine as well.)&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;Just remember that the structural integrity of the structure is only known by the engineer/builder and they won't share that information with you!&amp;nbsp; In other words, a failure could&amp;nbsp;occur way before&amp;nbsp;much water has been impounded.&lt;/P&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Wed, 03 Jun 2020 18:50:11 GMT</pubDate>
      <guid>https://community.esri.com/t5/water-utilities-questions/best-approach-for-simulating-flooding-due-to/m-p/256472#M538</guid>
      <dc:creator>JoeBorgione</dc:creator>
      <dc:date>2020-06-03T18:50:11Z</dc:date>
    </item>
    <item>
      <title>Re: Best approach for simulating flooding due to beaver dam construction?</title>
      <link>https://community.esri.com/t5/water-utilities-questions/best-approach-for-simulating-flooding-due-to/m-p/256473#M539</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;P&gt;Hi Joe, thank you for your insights. For the purposes of my project, I am likely to assume that each dam will be structurally sound (the whole point is to figure out what impact a long-term dam-build will have on upstream water levels). I imagine the process in ArcMap would involve simulating a rise in water level equal to the dam height and calculating the volume of the reservoir the fills up behind it, correct? I am unsure how to go about that.&lt;/P&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Wed, 03 Jun 2020 23:41:09 GMT</pubDate>
      <guid>https://community.esri.com/t5/water-utilities-questions/best-approach-for-simulating-flooding-due-to/m-p/256473#M539</guid>
      <dc:creator>DevinHock</dc:creator>
      <dc:date>2020-06-03T23:41:09Z</dc:date>
    </item>
    <item>
      <title>Re: Best approach for simulating flooding due to beaver dam construction?</title>
      <link>https://community.esri.com/t5/water-utilities-questions/best-approach-for-simulating-flooding-due-to/m-p/256474#M540</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;P&gt;There are lots of resources out there.&amp;nbsp; The approach will depend on the software you have and what you are willing to tackle.&amp;nbsp; Generally a 3rd party package is recommended as indicated by Jayanta's post in this thread&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;&lt;A href="https://community.esri.com/thread/181628-how-to-do-flood-hazard-modeling-for-river-flash-floods-based-arc-gis-hec-modeling-platforms"&gt;https://community.esri.com/thread/181628-how-to-do-flood-hazard-modeling-for-river-flash-floods-based-arc-gis-hec-modeling-platforms&lt;/A&gt;&amp;nbsp;&lt;/P&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Thu, 04 Jun 2020 00:02:20 GMT</pubDate>
      <guid>https://community.esri.com/t5/water-utilities-questions/best-approach-for-simulating-flooding-due-to/m-p/256474#M540</guid>
      <dc:creator>DanPatterson</dc:creator>
      <dc:date>2020-06-04T00:02:20Z</dc:date>
    </item>
    <item>
      <title>Re: Best approach for simulating flooding due to beaver dam construction?</title>
      <link>https://community.esri.com/t5/water-utilities-questions/best-approach-for-simulating-flooding-due-to/m-p/256475#M541</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;P&gt;&lt;EM&gt;&lt;STRONG style="background-color: #ffffff; "&gt;I am unsure how to go about that.&amp;nbsp;&amp;nbsp;&lt;/STRONG&gt;&lt;/EM&gt;&lt;SPAN style="background-color: #ffffff;"&gt;Therein lies the challenge in the work we do...&lt;/SPAN&gt;&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;&lt;SPAN style="background-color: #ffffff;"&gt;&lt;A href="https://community.esri.com/migrated-users/3116"&gt;Dan Patterson&lt;/A&gt;‌; do those resource links in the other post work for you? They didn't for me...&lt;/SPAN&gt;&lt;/P&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Thu, 04 Jun 2020 03:31:57 GMT</pubDate>
      <guid>https://community.esri.com/t5/water-utilities-questions/best-approach-for-simulating-flooding-due-to/m-p/256475#M541</guid>
      <dc:creator>JoeBorgione</dc:creator>
      <dc:date>2020-06-04T03:31:57Z</dc:date>
    </item>
    <item>
      <title>Re: Best approach for simulating flooding due to beaver dam construction?</title>
      <link>https://community.esri.com/t5/water-utilities-questions/best-approach-for-simulating-flooding-due-to/m-p/256476#M542</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;P&gt;&lt;A href="https://community.esri.com/migrated-users/4422"&gt;Joe ...&lt;/A&gt;‌ just check Janata's links and all is good.&lt;/P&gt;&lt;P&gt;Edge browser, windows 10 on my shiny new Surface Book 3 &lt;IMG src="https://community.esri.com/legacyfs/online/emoticons/wink.png" /&gt;&lt;/P&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Thu, 04 Jun 2020 03:38:07 GMT</pubDate>
      <guid>https://community.esri.com/t5/water-utilities-questions/best-approach-for-simulating-flooding-due-to/m-p/256476#M542</guid>
      <dc:creator>DanPatterson</dc:creator>
      <dc:date>2020-06-04T03:38:07Z</dc:date>
    </item>
    <item>
      <title>Re: Best approach for simulating flooding due to beaver dam construction?</title>
      <link>https://community.esri.com/t5/water-utilities-questions/best-approach-for-simulating-flooding-due-to/m-p/256477#M543</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;P&gt;&lt;A href="https://community.esri.com/migrated-users/3116"&gt;Dan Patterson&lt;/A&gt;; Chrome browser, ancient android tablet.&amp;nbsp; You're up late my friend; it's past my bedtime here in MDT: but you retired guys get to sleep in late!&amp;nbsp; &lt;span class="lia-unicode-emoji" title=":slightly_smiling_face:"&gt;🙂&lt;/span&gt;&lt;/P&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Thu, 04 Jun 2020 03:45:47 GMT</pubDate>
      <guid>https://community.esri.com/t5/water-utilities-questions/best-approach-for-simulating-flooding-due-to/m-p/256477#M543</guid>
      <dc:creator>JoeBorgione</dc:creator>
      <dc:date>2020-06-04T03:45:47Z</dc:date>
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