tag:blogger.com,1999:blog-831653633714681277.post9013639769581346808..comments2023-10-25T05:28:25.615-05:00Comments on Tony's Civil 3D World: Storm Sewer Extension 2010Tonyhttp://www.blogger.com/profile/06340737993858354721noreply@blogger.comBlogger3125tag:blogger.com,1999:blog-831653633714681277.post-59281760244448430952010-03-11T20:23:16.025-06:002010-03-11T20:23:16.025-06:00Thanks for the comments guys. Yeah the hgl was rig...Thanks for the comments guys. Yeah the hgl was right and it does calculate partical flow.Tonyhttps://www.blogger.com/profile/06340737993858354721noreply@blogger.comtag:blogger.com,1999:blog-831653633714681277.post-63598294734386936972010-02-04T14:19:35.345-06:002010-02-04T14:19:35.345-06:00Ok SSE was correct. Since the hgl was above the pi...Ok SSE was correct. Since the hgl was above the pipe you have to use the full flow calculationsTonyhttps://www.blogger.com/profile/06340737993858354721noreply@blogger.comtag:blogger.com,1999:blog-831653633714681277.post-24387102216727472602010-01-07T02:05:27.608-06:002010-01-07T02:05:27.608-06:00I think you want to choose a different analysis me...I think you want to choose a different analysis mehtod. I don't have it in-front of my right now but it is the detailed one at the bottom.Mark Spatz, P.E.https://www.blogger.com/profile/04412500404844407857noreply@blogger.com