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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>Cheralyn Armijo's Activities</title><link>https://communities.bentley.com/members/852ee71f_2d00_04f8_2d00_4190_2d00_a521_2d00_a48fb8ca41e5</link><description>Cheralyn Armijo's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Sewergems view pond volume results table</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/249029/sewergems-view-pond-volume-results-table</link><pubDate>Wed, 16 Aug 2023 17:44:36 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:0bfde418-b38f-43a9-a966-4b93bc281fc5</guid><dc:creator>Cheralyn Armijo</dc:creator><description>&lt;p&gt;In Sewergems is there a way to view pond volume results table like there is in PondPack?&amp;nbsp; In pondpack you simply right click on the pond and can view the volume results table.&amp;nbsp; There is no option for that in SewerGems.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Underground Detention - HGL</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/216619/underground-detention---hgl</link><pubDate>Tue, 13 Jul 2021 15:44:29 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:8953e01b-0f1b-424b-8242-56b13a278ac1</guid><dc:creator>Cheralyn Armijo</dc:creator><description>&lt;p&gt;I am designing an underground detention system consisting of 3 x 1131LF 60 inch pipes.&amp;nbsp; The reviewer is asking for a profile of the HGL in the pipes with each inlet into the UGD (see his requirements/questions below).&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;ol&gt;
&lt;li&gt;A traditional profile showing the HGL in the long pipes for the 2-, 25-, and 100-year storm event peak flows, accounting for inlets/lateral inflows.&lt;/li&gt;
&lt;li&gt;A stage-storage-discharge table, accompanied by a profile of the upper and lower range of WSEL&amp;rsquo;s in the long pipes (if static, we would expect this to show a conservative, or lower, storage volume at a given time than the profile where the HGL has a friction slope)&lt;/li&gt;
&lt;li&gt;Alternatively, the long pipes could potentially be modeled simply as hydraulic elements with flow routing instead of as a pond element.&lt;/li&gt;
&lt;/ol&gt;
&lt;p&gt;My question is that profiling the detention pipes accounting for inlets/lateral flows doesn&amp;#39;t seem realistic.&amp;nbsp; If this was a surface pond the max WSE would be used as the downstream for each of the laterals. Is there a printout I can provide to him that would answer his concerns? Per his comment #3, isn&amp;#39;t the underground detention already modeled as a pipe hydraulic element since the model has the pipe size, slope, and tailwater information?&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>Tue, 13 Jul 2021 02:49:27 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:dc08b4fd-84a5-4f1a-98a7-da031d2212da</guid><dc:creator /><description>Ask a question in a forum.</description></item></channel></rss>