tag:blogger.com,1999:blog-5235090679757746810.post3752809214688079277..comments2024-02-21T07:22:16.132-07:00Comments on Tom Haws: HEC-RAS Reach Lengths and Civil 3D ExportThomas Gail Hawshttp://www.blogger.com/profile/04098809959246681881noreply@blogger.comBlogger7125tag:blogger.com,1999:blog-5235090679757746810.post-59434184589790383932017-01-11T15:41:30.517-07:002017-01-11T15:41:30.517-07:00OK, but even so, thank you for your time.OK, but even so, thank you for your time.Anonymoushttps://www.blogger.com/profile/16967344984938539661noreply@blogger.comtag:blogger.com,1999:blog-5235090679757746810.post-23090055095290361822017-01-11T15:34:38.016-07:002017-01-11T15:34:38.016-07:00Wow! Autodesk needs to fix their export and import...Wow! Autodesk needs to fix their export and import commands! Apparently they do know about this.<br /><br />You are way beyond what I know in importing using sdf files. Sorry I don't know the answer to your question.Thomas Gail Hawshttps://www.blogger.com/profile/04098809959246681881noreply@blogger.comtag:blogger.com,1999:blog-5235090679757746810.post-69470393302592892932017-01-11T14:53:08.087-07:002017-01-11T14:53:08.087-07:00My comment was perhaps a little confusing. I under...My comment was perhaps a little confusing. I understand all about the export from Civil3D to Hec-RAS, that is clear. What I need is to return results from HEC-RAS to Civil3D but not as a SHP file. Anyway, I can’t make a DEM because my coordinate system is not supported. I want to use a water surface calculated by HEC-RAS as Civil 3D profile (not the profile of HEC-RAS) using a SDF file (in Anonymoushttps://www.blogger.com/profile/16967344984938539661noreply@blogger.comtag:blogger.com,1999:blog-5235090679757746810.post-83062917231544851372017-01-11T12:47:41.097-07:002017-01-11T12:47:41.097-07:00I am adding a link in the appropriate place in thi...I am adding a link in the appropriate place in this post. Let me know if that doesn't answer your question.Thomas Gail Hawshttps://www.blogger.com/profile/04098809959246681881noreply@blogger.comtag:blogger.com,1999:blog-5235090679757746810.post-54582053639285958332017-01-11T02:51:51.742-07:002017-01-11T02:51:51.742-07:00Hi Tom, in your last article you say don't for...Hi Tom, in your last article you say don't forget to renumber your cross sections and move your lengths. OK, I tried it in the reverse order of import to HEC-RAS but without a success because the program doesn't allow it. Where and how I can do it? Before exporting it in the HEC-RAS or in a SDF file? If it isn't simple could you write an article about it? It would be great. Thanks.Anonymoushttps://www.blogger.com/profile/16967344984938539661noreply@blogger.comtag:blogger.com,1999:blog-5235090679757746810.post-8146492545993632402016-12-07T14:27:11.668-07:002016-12-07T14:27:11.668-07:00I'm sorry the circles aren't helpful to yo...I'm sorry the circles aren't helpful to you. They aren't very important anyway. The bottom line is that the overbank reach lengths Civil 3D exports for HEC-RAS are the lengths of the left and right banks between stations.Thomas Gail Hawshttps://www.blogger.com/profile/04098809959246681881noreply@blogger.comtag:blogger.com,1999:blog-5235090679757746810.post-40944544129230174812016-12-04T10:03:58.667-07:002016-12-04T10:03:58.667-07:00I don't get it. Could you please draw a colour...I don't get it. Could you please draw a coloured polyline to indicate the exact calculated length for each one??? This circle - thing is confusing me... Thank you so much.. I'm trying so many days to figure out how can I model my river through Autocad Civil 3D and your bloq is very helpfull! Anonymousnoreply@blogger.com