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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>Santosh Pokharel's Activities</title><link>https://communities.bentley.com/members/5118386f_2d00_29e5_2d00_4536_2d00_87e5_2d00_1fddf4324658</link><description>Santosh Pokharel's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Solver in LID Modelling</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/248673/solver-in-lid-modelling</link><pubDate>Tue, 08 Aug 2023 11:08:01 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:f42f4fa6-7dd2-433f-82ff-8e7988872fcf</guid><dc:creator>Santosh Pokharel</dc:creator><description>&lt;p&gt;Which solver&amp;mdash;&lt;em&gt;Explicit SWMM Solver&lt;/em&gt; or &lt;em&gt;Implicit Dynamic Wave Solver&lt;/em&gt;&amp;mdash;is preferable to utilize in a model with LID?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>LID Modelling in sewerGEMS</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/248357/lid-modelling-in-sewergems</link><pubDate>Tue, 01 Aug 2023 07:12:30 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:08ec034d-74a9-4b57-bf09-42044e7c998b</guid><dc:creator>Santosh Pokharel</dc:creator><description>&lt;p&gt;I am currently trying to model the permeable pavement as a LID approach in the Bagmati river basin Kathmandu in sewerGEM. I am slightly unclear about the top width of overland flow in the LID parameter. As I ran the validation, the following error showed up.&lt;/p&gt;
&lt;p&gt;28150&lt;span&gt; &lt;/span&gt;&amp;quot;With_LID_Block_Pavers&amp;quot;&lt;span&gt; &lt;/span&gt;&amp;quot;Low Impact Development&amp;quot;&lt;span&gt; &lt;/span&gt;&amp;quot;1512&amp;quot;&lt;span&gt; &lt;/span&gt;&amp;quot;FootPath_Intersection_UTM_45-86&amp;quot;&lt;span&gt; &lt;/span&gt;(N/A)&lt;span&gt; &lt;/span&gt;&amp;quot;Top Width of Overland Flow Surface of Each Unit must be greater than zero.&amp;quot;&lt;span&gt; &lt;/span&gt;Hydrology Validation&lt;/p&gt;
&lt;p&gt;Is the top width of the overland flow surface is same as the Characteristics width?&lt;/p&gt;
&lt;p&gt;Moreover, where can I find the tutorial on LID modelling in sewerGEM?&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, 01 Aug 2023 06:07:03 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:b6c32400-e6dc-4816-af09-bf65f6b246d5</guid><dc:creator /><description>Ask a question in a forum.</description></item></channel></rss>