The instructions came in handy for my project on GeoHECRAS too. And it's integrated with Civil 3D so the project completed faster. Thanks for sharing the video!
@SanyamGhimire2 жыл бұрын
You're welcome.
@muhnuzul54984 жыл бұрын
I'm from Indonesia, really helped your tutorial in my thesis research ... Thank you for sharing..
@adityasdrive4 жыл бұрын
Very Nice. You are extremely talented.
@sudhirshrestha8145 Жыл бұрын
Could you make a video on river mixing with a tributary river too
@SanyamGhimire Жыл бұрын
yeah, I hope I would get enough time to make that too..
@rajkc49454 жыл бұрын
Thank you sanyam, now I learnt to determine flood range
@SanyamGhimire4 жыл бұрын
Welcome, didn't you face any problems?
@rajkc49454 жыл бұрын
@@SanyamGhimire no I didn't face any problem
@dawitdejene32635 жыл бұрын
Thanks, It works well.
@theteddychannel27702 жыл бұрын
Hello, so in civil 3d when I am sitting at a lower chainage and looking towards a point of higher chainage, the features on the left side of me will appear on which side in the cross section generated by Civil 3D?
@SanyamGhimire2 жыл бұрын
Upstream is at higher chainage and downstream is at lower chainage in hecras. But its opposite in Civil 3D.
@theteddychannel27702 жыл бұрын
@@SanyamGhimire In civil 3D, I think it is our choice to assume the direction of chainage. Am i Right?
@SanyamGhimire2 жыл бұрын
@@theteddychannel2770 You have to flip the chainage manually in HecRas after importing it from civil 3D
@kabitapoudel113 жыл бұрын
Ras Mapper option Manage Result Map is not activated in my case. Why? Can you help me!
@SanyamGhimire3 жыл бұрын
update your hecras to the latest version. I think Hecras 6.0 available now.
@enjilearner6 жыл бұрын
May i have this tutorial file? Hec ras and civil 3d?
@bhuwanbhandari65216 жыл бұрын
bro surface matra export garna mailcha hecras ma? not crosss section line just terrian from cad to hecras
@SanyamGhimire6 жыл бұрын
Yes of course.. just follow the later steps..
@bhuwanbhandari65216 жыл бұрын
I was able to export the surface but now I see two different grounds on cross sections..one is proposed and the other one is existing. I want the model to run in proposed terrian but it runs with existing one I am doing all these to compare water surface elevation of proposed and existing condition as a part of flood study,