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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>Converting between SUDA and Legacy Geopak</title><link>https://communities.bentley.com/products/road___site_design/f/geopak-inroads-mx-openroads-forum/245199/converting-between-suda-and-legacy-geopak</link><description>Current Version: Power GEOPAK V8i (SS10) 
 
 I am in the process of starting a new drainage design and am trying to determine the most efficient workflow in order to provide the following: 
 - 2D Drainage Layout 
 - Inlet and Pipe Computations 
 - Drainage</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator></channel></rss>