tag:blogger.com,1999:blog-831653633714681277.post8049865445856929822..comments2023-10-25T05:28:25.615-05:00Comments on Tony's Civil 3D World: Hydraulic Grade Line LabelTonyhttp://www.blogger.com/profile/06340737993858354721noreply@blogger.comBlogger4125tag:blogger.com,1999:blog-831653633714681277.post-32479753908346857642013-02-12T13:20:28.420-06:002013-02-12T13:20:28.420-06:00This comment has been removed by the author.Anonymoushttps://www.blogger.com/profile/01845623373352543960noreply@blogger.comtag:blogger.com,1999:blog-831653633714681277.post-22848015806728995602011-01-31T22:13:14.676-06:002011-01-31T22:13:14.676-06:00yes you can use this. if i remember right you cant...yes you can use this. if i remember right you cant change the hgl jump for pipe size changes though. we dont use negative jumps we use a 0.2 jump for pipe size changes. you can also you the new storm and sewer analysis program that comes with 2010 and 2011.Tonyhttps://www.blogger.com/profile/06340737993858354721noreply@blogger.comtag:blogger.com,1999:blog-831653633714681277.post-27826308930911879962011-01-31T13:19:05.470-06:002011-01-31T13:19:05.470-06:00I'm curently working in the middleast as storm...I'm curently working in the middleast as storm water engineer. Unfortunately, most companies here use manual calculations for pipe sizes, hgl and other hydraulic calculations, some others create spreadsheets. I'm only using FlowMaster right now to calculate the pipe/culvert sizes, however, I'm manually calculating the HGLs of my drainage networks. And it takes time even I create a spreadsheet for it. <br />Now they give me AutocadCivil3D to use for profiles. Do you think I can use the hydroflow storm sewer extension for hydraulic calculations? Is this accurate? I can't seem to find a free ware that can help me with the calculations of HGL if I have a large network.Anonymousnoreply@blogger.comtag:blogger.com,1999:blog-831653633714681277.post-63454250571064530882010-03-21T14:50:14.159-05:002010-03-21T14:50:14.159-05:00ok I noticed I did something wrong on here. On ste...ok I noticed I did something wrong on here. On step 3 be sure to use the profile data type and not the pipe data type. In addition, for the pipe label styles be sure to use profile elevation and not hgl grade line because we are pull the information from the hgl profile line and not the pipe. Let me know if you need any help.Tonyhttps://www.blogger.com/profile/06340737993858354721noreply@blogger.com