Thank you so much for your nice tutorial. Could you elaborate how could i set the elevation and dimension of embankment. Whether use terrain modification or breaklines in 2D area?
Hi, sir Benham. I am a beginner and saw this tutorial of yours and I really appreciate it. Is there any way that I can get your data and use it for practicing HEC-RAS? so that I could check my ways if it is in line with yours. Thank you!
I not getting the 2d computational mesh after drawing 2d flow area. It is showing that current mesh contains no computational points. What should I do?
just wanted to ask do we have to import subbasins which were generated in hechms, in hecras and then do we need to define boundary condition for each subbasin separately or do we have to create a single 2d flow area perimeter for all the subbasins as whole, for 2D flood modeling? as we'll be using outputs from hechms which were generated for each subbasin
Usually, in hecras, you model less area compared to the hechms. So I think if you have good control over your topo and case you don't need to use hechms in general cases and projects and modeling. But I am not sure about your project
I have a question. The DEM data does not show the real bathymetry beneath the water surface. So how can we run a 2D simulation with such DEM 2D data. ? is there a way to modify the 2D Area of the river main channel according to the real bathymetric data?
Great video👌 I have encountered a problem, I followed exactly how you showed but when I click on view>cross-sections it shows "no data for plot". Why might that be?
Hi, Benham. I am new to the HecRAS model. I simulated the model but my water did not go downstream and just expanded in the area upstream. Do you know how to deal with this problem?
It is hard to add comments to it as I did not see the details. But repeat the steps. Maybe this is due to BC lines or Mesh. Make your mesh finer or use refinement mesh or breakline as I also mentioned in the video and explain it in another video. Check the results in detail to see what happened and don't give up. repeat it. Model a small and easy case first.
@@behnambalouchi Thank you very much for your encouragement. I have solved the problem. It's because of the computation settings (time setting). However, after changing the time interval to 1 minute, there is a sign of " Run-time error '7': Out of memory". I have changed several computers, it has the same problem. What do you think I should do? Thank you.
Thanks a lot Behnam. Good job. regards!!
good to hear that :)
Thank you sir .....U are such a blessing 🙏...keep helping students ❤️
It's my pleasure
Thanks a lot Behnam
My pleasure 😊
Thank you so much for your nice tutorial. Could you elaborate how could i set the elevation and dimension of embankment. Whether use terrain modification or breaklines in 2D area?
Thanks 🙏 Could you please explain more?
Hi, sir Benham. I am a beginner and saw this tutorial of yours and I really appreciate it.
Is there any way that I can get your data and use it for practicing HEC-RAS? so that I could check my ways if it is in line with yours. Thank you!
I am not sure if I can share the data. So, please use another data set and practice. You can find other DEM file easily
I not getting the 2d computational mesh after drawing 2d flow area. It is showing that current mesh contains no computational points. What should I do?
I recommend repeating the steps and checking everything more carefully.
Good day sir, please I want to learn how to model using GSTARS3 for sediment modelling
I will make it one day, thanks
Can you please share video for canal studies
Which canal studies? feel free to share
just wanted to ask do we have to import subbasins which were generated in hechms, in hecras and then do we need to define boundary condition for each subbasin separately or do we have to create a single 2d flow area perimeter for all the subbasins as whole, for 2D flood modeling? as we'll be using outputs from hechms which were generated for each subbasin
Usually, in hecras, you model less area compared to the hechms. So I think if you have good control over your topo and case you don't need to use hechms in general cases and projects and modeling. But I am not sure about your project
I have a question. The DEM data does not show the real bathymetry beneath the water surface. So how can we run a 2D simulation with such DEM 2D data. ? is there a way to modify the 2D Area of the river main channel according to the real bathymetric data?
As I understand it correctly, yes you can modify it in hecras. But I think archis is better for it
Great video👌
I have encountered a problem, I followed exactly how you showed but when I click on view>cross-sections it shows "no data for plot". Why might that be?
Try again
Hi, Benham. I am new to the HecRAS model. I simulated the model but my water did not go downstream and just expanded in the area upstream. Do you know how to deal with this problem?
It is hard to add comments to it as I did not see the details. But repeat the steps. Maybe this is due to BC lines or Mesh. Make your mesh finer or use refinement mesh or breakline as I also mentioned in the video and explain it in another video. Check the results in detail to see what happened and don't give up. repeat it. Model a small and easy case first.
@@behnambalouchi Thank you very much for your encouragement. I have solved the problem. It's because of the computation settings (time setting). However, after changing the time interval to 1 minute, there is a sign of " Run-time error '7': Out of memory". I have changed several computers, it has the same problem. What do you think I should do? Thank you.
No Save option!
can you explain more? where?
@@behnambalouchi I wanted to save the video. Didn't find the option back at that time. IDK why. Now I see that!
@@TarannumKalamKhandoker I think on you tube you can not download it, just watch it on the you tube.
@@behnambalouchi With TH-cam Premium you can download a video. But the save option works for me! 😅