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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/" xmlns:slash="http://purl.org/rss/1.0/modules/slash/" xmlns:wfw="http://wellformedweb.org/CommentAPI/"><channel><title>StormCAD-pipes</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/95623/stormcad-pipes</link><description>For pipes at angle points (horizontally) or slope changes (vertically) , should I treat those locations as &amp;quot;transition&amp;quot; or&amp;quot;cross section&amp;quot; or it doesn&amp;#39;t matter when you run the system?</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: StormCAD-pipes</title><link>https://communities.bentley.com/thread/278886?ContentTypeID=1</link><pubDate>Thu, 20 Mar 2014 18:55:17 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:d3e82fb9-6520-47ca-b3fb-e595fea8350a</guid><dc:creator>Jesse Dringoli</dc:creator><description>&lt;p&gt;If you are simply trying to model a bend in the pipe where the slope changes, you could indeed use the transition node. This is like the manhole, but is enclosed (whereas the manhole has a structure that extends vertically) . &lt;/p&gt;
&lt;p&gt;To explain a bit more, the below Support Solution has been logged:&lt;/p&gt;
&lt;p&gt;&lt;a target="_blank" href="http://communities.bentley.com/products/hydraulics___hydrology/w/hydraulics_and_hydrology__wiki/12703.cross-section-vs-transition-for-modeling-slope-or-size-change.aspx"&gt;communities.bentley.com/.../12703.cross-section-vs-transition-for-modeling-slope-or-size-change.aspx&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: StormCAD-pipes</title><link>https://communities.bentley.com/thread/278866?ContentTypeID=1</link><pubDate>Thu, 20 Mar 2014 17:26:38 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:a4748356-210f-4a22-9247-41f53494c30e</guid><dc:creator>Akshaya Niraula</dc:creator><description>&lt;p&gt;Hi Nigel,&lt;/p&gt;
&lt;p&gt;From element point of view, you have little more options to enter in a manhole Vs a transition. From the hydraulics point both will calculate the headloss. Now, cross-section is a different element generally it represents the geometry of a channel/gutter.&lt;/p&gt;
&lt;p&gt;But, when it doubt, match the system out!&lt;br /&gt;So, however system is built, try to model the same way. If you find a manhole in real system, place a manhole.&lt;/p&gt;
&lt;p&gt;Here&amp;#39;s a quick comparison of Manhole and Transition:&lt;br /&gt; &lt;a href="/cfs-file.ashx/__key/communityserver-discussions-components-files/5925/mhvscs.png"&gt;&lt;img src="/cfs-file.ashx/__key/communityserver-discussions-components-files/5925/mhvscs.png" border="0" alt=" " /&gt;&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;HTH,&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>