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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>Lakshu S's Activities</title><link>https://communities.bentley.com/members/7f9e0313_2d00_ca20_2d00_4147_2d00_ad5c_2d00_4112ab2804bc</link><description>Lakshu S's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Hello! What is the best way to assess storage in SewerGEMS, accounting for pipes, manholes and wet wells?</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/237731/hello-what-is-the-best-way-to-assess-storage-in-sewergems-accounting-for-pipes-manholes-and-wet-wells</link><pubDate>Mon, 31 Oct 2022 22:50:16 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:42de1cf4-1cf5-4040-805a-6423fd97dd2b</guid><dc:creator>Lakshu S</dc:creator><description>&lt;p&gt;I am trying to determine the total storage available in the network in case of pump failure / shutdown at peak dry weather flow before overflowing from lowest point in the network.&amp;nbsp; My model is currently set-up with Implicit Solver and there are multiple catchments, so manually calculating the volume for each station is going to be a laborious task.&amp;nbsp;&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>Mon, 31 Oct 2022 02:10:29 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:f94cdf36-e9fb-4769-bc73-667a10056bfa</guid><dc:creator /><description>Ask a question in a forum.</description></item></channel></rss>