<?xml version="1.0" encoding="UTF-8" ?>
<?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>Geotecnia HIDROBR's Activities</title><link>https://communities.bentley.com/members/1d01e529_2d00_6054_2d00_4d38_2d00_bf05_2d00_961d3a7500eb</link><description>Geotecnia HIDROBR's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Ask A Question I</title><link>https://communities.bentley.com/achievements/460ac7df-7ccc-4c42-a204-9e05eef3be09</link><pubDate>Fri, 24 Mar 2023 03:03:00 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:5d4e139f-eecb-433c-888a-0378d9e812d1</guid><dc:creator /><description>Ask a question in a forum.</description></item><item><title>Rainfall analysis - saturation and poropressures - infiltration in dry stack tailings</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/243355/rainfall-analysis---saturation-and-poropressures---infiltration-in-dry-stack-tailings</link><pubDate>Fri, 24 Mar 2023 17:31:39 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:13d9a1eb-9871-4484-b25e-9e0ea03bcaa3</guid><dc:creator>Geotecnia HIDROBR</dc:creator><description>&lt;p&gt;&lt;span&gt;&lt;span class="ui-provider gz b c d e f g h i j k l m n o p q r s t u v w x y z ab ac ae af ag ah ai aj ak" dir="ltr"&gt;We are analyzing the saturation and pore pressures in a dry stockpile, where we want to simulate 15 rainy days and 15 dry days. We expected that during the rains a more saturated surface layer would form, and that this surface saturation would decrease during dry days.&lt;/span&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;&lt;span class="ui-provider gz b c d e f g h i j k l m n o p q r s t u v w x y z ab ac ae af ag ah ai aj ak" dir="ltr"&gt;We used unsaturated model with 80% of saturation above the water level, groundwater model as Van Genutchen, permeability of 0,086m/day, and precipitatio table with 0,1e-3m&amp;sup3;/day. Calculation type is Fully coupled flow.&lt;/span&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;However, the results are different from what was expected: during the 15 days of rain, the saturation decreases and after the next 15 dry days, the model becomes more saturated, as the images below.&lt;/p&gt;
&lt;p&gt;&lt;span&gt;&lt;span class="ui-provider gz b c d e f g h i j k l m n o p q r s t u v w x y z ab ac ae af ag ah ai aj ak" dir="ltr"&gt;&lt;img style="max-height:240px;max-width:320px;" src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/343671/pastedimage1679678687961v2.png" alt=" " /&gt;(after 15 days of rain)&lt;/span&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;&lt;span class="ui-provider gz b c d e f g h i j k l m n o p q r s t u v w x y z ab ac ae af ag ah ai aj ak" dir="ltr"&gt;&lt;img style="max-height:240px;max-width:320px;" src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/343671/pastedimage1679678738433v3.png" alt=" " /&gt;(after 15 dry days)&lt;/span&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;&lt;span class="ui-provider gz b c d e f g h i j k l m n o p q r s t u v w x y z ab ac ae af ag ah ai aj ak" dir="ltr"&gt;&lt;br /&gt;What do we need to change?&lt;br /&gt;&lt;/span&gt;&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>