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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>Groundwater flow analysis</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/233412/groundwater-flow-analysis</link><description>Hello. I want to ask about error code 34. I&amp;#39;m currently modeling soil improvement using vacuum consolidation, but when I&amp;#39;m calculating error code 34, how do I solve the error regarding the ultimate state not reached in groundwater flow analysis?</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Groundwater flow analysis</title><link>https://communities.bentley.com/thread/726407?ContentTypeID=1</link><pubDate>Sat, 13 Aug 2022 17:42:07 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:01b5311c-07f8-4449-91f9-92caedfc6e5b</guid><dc:creator>Randy Muhammad Akbar</dc:creator><description>&lt;p&gt;ohh i see. thank you for your answer mr Vasileios Basas&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Groundwater flow analysis</title><link>https://communities.bentley.com/thread/724646?ContentTypeID=1</link><pubDate>Wed, 03 Aug 2022 07:58:54 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:e4382573-b515-4663-aa9c-576b3a7eff43</guid><dc:creator>Vasileios Basas</dc:creator><description>&lt;p&gt;Hi Randy,&lt;/p&gt;
&lt;p&gt;&lt;span&gt;Error 34 is related to a convergence issue during flow calculations. However, it is rather difficult to tell what may have caused this error without checking the project first. A&lt;/span&gt;&lt;span&gt;&amp;nbsp;few things to check are the following:&lt;/span&gt;&lt;/p&gt;
&lt;ol&gt;
&lt;li&gt;&lt;span&gt;Ensure that the permeabilities of adjacent soils are not significantly different in magnitude (ratio of permeabilities &amp;gt; 10^5). Sometimes, a big difference in the magnitudes of permeabilities for different materials could prove problematic for numerical convergence.&lt;/span&gt;&lt;/li&gt;
&lt;li&gt;&lt;span&gt;Please make sure that your soil polygons are properly connected. Any gaps between adjacent soil polygons are essentially water pockets exerting pressure.&amp;nbsp;&lt;/span&gt;&lt;/li&gt;
&lt;li&gt;&lt;span&gt;Make sure that interfaces are correctly set up. Activating or deactivating interfaces affects the permeability of the structural elements that they are assigned.&lt;/span&gt;&lt;/li&gt;
&lt;li&gt;&lt;span&gt;Ensure that the groundwater flow boundaries are correctly set.&lt;/span&gt;&lt;/li&gt;
&lt;/ol&gt;
&lt;p&gt;&lt;span&gt;If you still struggle with this Error, you can contact our Support group via the Service Request Manager:&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;a class="editor-rtfLink" href="https://apps.bentley.com/srmanager/ProductSupport" rel="noopener noreferrer" target="_blank"&gt;&lt;span&gt;apps.bentley.com/.../ProductSupport&lt;/span&gt;&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Groundwater flow analysis</title><link>https://communities.bentley.com/thread/724318?ContentTypeID=1</link><pubDate>Mon, 01 Aug 2022 17:40:18 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:691db277-19b3-4323-8eb5-7047715f5d92</guid><dc:creator>Randy Muhammad Akbar</dc:creator><description>&lt;p&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/343671/pastedimage1659375586208v1.png" alt=" " /&gt;&amp;nbsp;&lt;br /&gt;and the following is the soil permeability that I put into the model that I am modeling&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>