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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>GEOPAK Drainage - Unable to Build Topology</title><link>https://communities.bentley.com/products/road___site_design/f/geopak-inroads-mx-openroads-forum/91768/geopak-drainage---unable-to-build-topology</link><description>An issue came in today that I think will benefit the community to see troubleshooting techniques as we work toward a resolution. 
 I get the error &amp;quot;unable to build topology&amp;quot; when trying to build a network. Basic actions also cause crashes several times</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: GEOPAK Drainage - Unable to Build Topology</title><link>https://communities.bentley.com/thread/284913?ContentTypeID=1</link><pubDate>Tue, 20 May 2014 13:24:25 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:501a7a6e-8e7b-410b-ae2a-be194acd4d69</guid><dc:creator>Beebe Ray</dc:creator><description>&lt;p&gt;You may place the flared end section as a node type other but GEOPAK Drainage does not model this hydraulically. &amp;nbsp;A natural channel is a ditch link and if you have a terrain with the channel then you can have the software cut cross sections along the channel path and use the cross sections in conveyance calcs&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: GEOPAK Drainage - Unable to Build Topology</title><link>https://communities.bentley.com/thread/284795?ContentTypeID=1</link><pubDate>Mon, 19 May 2014 16:48:01 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:03faba9f-6d1d-4329-a27d-ff5c3b5b4962</guid><dc:creator>Jose Garcia</dc:creator><description>&lt;p&gt;Correction, the structures aren&amp;#39;t outlets, they&amp;#39;re inlets in the form of flared end sections. The closest thing I can find to that is a headwall, any suggestions?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: GEOPAK Drainage - Unable to Build Topology</title><link>https://communities.bentley.com/thread/284791?ContentTypeID=1</link><pubDate>Mon, 19 May 2014 16:28:55 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:84d440b3-2919-4785-b71f-e0e7ddc9b18f</guid><dc:creator>Jose Garcia</dc:creator><description>&lt;p&gt;I&amp;#39;m having a similar issue as a result of various outlets in our model. In our specific site, there are a few box culverts and other outlets that dump the runoff into depression areas and produce overland flow in between adjacent areas. Is there a way to input these flared end sections into geopak without categorizing them as &amp;quot;outlets&amp;quot; and is there a way to input a &amp;quot;natural channel&amp;quot; link to account for overland flow, like they do in xp swmm? Thanks.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Re: GEOPAK Drainage - Unable to Build Topology</title><link>https://communities.bentley.com/thread/263478?ContentTypeID=1</link><pubDate>Fri, 18 Oct 2013 19:40:08 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:9136a4d3-77bd-4a49-994b-dcf2524e3ca1</guid><dc:creator>AGranquist</dc:creator><description>&lt;p&gt;I was the one that submitted the ticket and further investigation has helped me discover the problem:&lt;/p&gt;
&lt;p&gt;Basically, I inadvertently had an upstream Node (Pipe Outlet to a Ditch link) in the Network coded as an Outlet. &amp;nbsp;Once I changed this Node to a Junction the Network could be build and designed.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Re: GEOPAK Drainage - Unable to Build Topology</title><link>https://communities.bentley.com/thread/263474?ContentTypeID=1</link><pubDate>Fri, 18 Oct 2013 19:22:38 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:d00816a9-e4c5-4a43-b49e-4b0f63d51518</guid><dc:creator>Beebe Ray</dc:creator><description>&lt;p&gt;The Unable to Build Topology message will appear in the MicroStation Message center when you open the GEOPAK Drainage project file. (GDF) &amp;nbsp;It will list the name of the network or networks that it can not build. &amp;nbsp;If you get this message you will need to delete the network from the project. &amp;nbsp;***Do not delete the nodes and links that make up the network.*** &amp;nbsp;Then you will need to create the network again by adding a new network and selecting the outfall and build it.&lt;/p&gt;
&lt;p&gt;If you ignore the Unable to Build Topology message then you will experience crashs even when working with components not related to the network that could not build.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>