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<?xml-stylesheet type="text/xsl" href="https://communities.bentley.com/cfs-file/__key/system/syndication/rss.xsl" media="screen"?><rss version="2.0" xmlns:dc="http://purl.org/dc/elements/1.1/"><channel><title>Aaron Passow's Activities</title><link>https://communities.bentley.com/members/bb397ad9_2d00_41d2_2d00_403f_2d00_85f0_2d00_ae54aebe6ab7</link><description>Aaron Passow's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>&amp;quot;The Global Storm Event is not selected&amp;quot; CivilStorm</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/147959/the-global-storm-event-is-not-selected-civilstorm</link><pubDate>Thu, 08 Mar 2018 21:43:08 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:1e13973e-c94c-4c98-ae94-761cd959fad7</guid><dc:creator>Aaron Passow</dc:creator><description>&lt;p&gt;I am using civil storm for the first time to try and model an actual rain event that occurred and testing the existing conditions of my storm water system. I was able to get 24 hour data from the airport data in five minute increments. I went into Storm data and I created a new time-depth storm. Within the Storm Event Input I created a &amp;quot;New Return Event&amp;quot;. In here I set up the settings to be a 25 year return event, changed the depth type to incremental, and then entered the start time, increment, and end time. From there I entered in the depths recorded. I then created an alternative for the date that this rain occurred and then selected this rain event under global storm data. I then created a scenario for this rain event. I tried to compute the model and I get the error code &amp;quot;44000&amp;nbsp;&amp;nbsp; &amp;nbsp;&amp;quot;July 6th&amp;quot;&amp;nbsp;&amp;nbsp; &amp;nbsp;&amp;quot;(N/A)&amp;quot;&amp;nbsp;&amp;nbsp; &amp;nbsp;&amp;quot;-1&amp;quot;&amp;nbsp;&amp;nbsp; &amp;nbsp;&amp;quot;(N/A)&amp;quot;&amp;nbsp;&amp;nbsp; &amp;nbsp;(N/A)&amp;nbsp;&amp;nbsp; &amp;nbsp;&amp;quot;The global storm event is not selected, the selected storm event does not exist or the storm event is not an IDF storm event.&amp;nbsp; To select a storm, go to Components - Global Storm Events. To create a storm event, go to Components - Storm Data.&amp;quot;&amp;nbsp;&amp;nbsp; &amp;nbsp;Hydraulic Results&amp;quot; I am curious to know what is going wrong or if anyone would have any hints as to where I went wrong. Thank you!&lt;/p&gt;
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&lt;p&gt;Aaron Passow&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Modeling Circular Inlet Grates in StormCAD</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/147339/modeling-circular-inlet-grates-in-stormcad</link><pubDate>Fri, 23 Feb 2018 17:19:08 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:8b105b41-1cc3-482d-b66d-1977cfd8b5d7</guid><dc:creator>Aaron Passow</dc:creator><description>&lt;p&gt;I am trying to model some Neenah Foundry inlet grates in sag that are circular for a senior design capstone project. I am trying to use a ditch inlet type since there are not any curbs surrounding these inlets however the grate types provided do represent the types in the field, and by that I mean bar spacing. Is there a way to create a grate type or am I stuck using the one that is the closest to my actual grates? Thank you.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Roof Drain Modeling in StormCAD</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/147247/roof-drain-modeling-in-stormcad</link><pubDate>Wed, 21 Feb 2018 17:27:26 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:03f10940-8d77-4dd3-994f-7f60835ea148</guid><dc:creator>Aaron Passow</dc:creator><description>&lt;p&gt;I am analyzing a storm water problem for a civil engineering, senior capstone project. Our storm water problem occurs in a very urban environment. With this said, much of the runoff that the storm water pipes collect comes from roof drains. These are 6&amp;rdquo; PVC connected directly to the storm water system. The question I have is, how does one model a roof drain in StormCAD? Should it be modeled as a catch basin at ground elevation? Or is there a way to model it at the roof elevation and then model the 6&amp;rdquo; PVC connection?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Ask A Question I</title><link>https://communities.bentley.com/achievements/460ac7df-7ccc-4c42-a204-9e05eef3be09</link><pubDate>Wed, 21 Feb 2018 04:18:10 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:892e3b45-39d5-4fb4-abb1-db5f684e280e</guid><dc:creator /><description>Ask a question in a forum.</description></item></channel></rss>