- Видео 106
- Просмотров 79 772
Behnam Balouchi
Норвегия
Добавлен 30 янв 2023
Postdoc and lecturer at NTNU, Norway
Webpage: behnambalouchi.wordpress.com/
Webpage: behnambalouchi.wordpress.com/
Видео
Make a bed change map or change detection or differential map
Просмотров 1012 месяца назад
Make a bed change map or change detection or differential map
Convert lidar data to Raster or DEM file with Arcmap
Просмотров 862 месяца назад
Convert lidar data to Raster or DEM file with Arcmap
Fast explanation of downloading data from hoydedata.no
Просмотров 952 месяца назад
Fast explanation of downloading data from hoydedata.no
From .laz file or lidar data to bed change or change detection map
Просмотров 862 месяца назад
From .laz file or lidar data to bed change or change detection map
Sustaining our words: The role of Dams, Sediment, and climate change
Просмотров 1225 месяцев назад
Sustaining our words: The role of Dams, Sediment, and climate change
Bed & Suspended load ‐ theory; examples
Просмотров 550Год назад
Bed & Suspended load ‐ theory; examples
HecRas 2D sediment modeling for beginners
Просмотров 6 тыс.Год назад
HecRas 2D sediment modeling for beginners
Refine, edit or modify terrain - HecRas
Просмотров 3,1 тыс.Год назад
Refine, edit or modify terrain - HecRas
HecRas 2D flow modeling for beginners
Просмотров 36 тыс.Год назад
HecRas 2D flow modeling for beginners
HecRas 1D flow modeling for beginners: Projection file, steady flow, bridge, flood zone
Просмотров 5 тыс.Год назад
HecRas 1D flow modeling for beginners: Projection file, steady flow, bridge, flood zone
Hail 😍
Can you please make a video on steady flow for 2d model And how to add lateral multiple structure like embankment shapefile data into the hecras to produce good result
I think I explained it a little in one of the videos. But I will do it soon if I find a time. Thanks for suggestion
Voss, best mineral water😍
Woo Trondheim
Woo Bergen😍
Northern light😍
انها جميله خضراء
🙏🙏
hello trainer. I would like to know how to make the scale appear at the bottom of the map on HECRAS!
Check the options bro
thank you how do obtain discharge value? river length, slope ?
This is so simple, just use Rasmapper. I explain it in other videos or this video somewhere. Good luck.
thank you for your response, my data is directly imported from ArcGIS. I am not hydrologist, get some problem to fully understand the issues just I am doing steady flow analysis for research purpose.
Hello sir, I have been trying to generate TIFF files from DEM data multiple times, but whenever I upload them into HEC-RAS, the output appears blurry. I am unsure of what might be causing this issue and would greatly appreciate your guidance in resolving it.Could you please advise me on the correct process or settings to ensure that the TIFF files are clear and display properly in HEC-RAS?
It is hard to say something about it as I did not see it. But check the tif data in another softwares to check it.
@@behnambalouchi okay sir
Между небом и небом❤
Yes, that was amazing
Manning from 0.03 to 0.3 ! In the calibration.
Could you please explain more your question? I will be happy to help and answer it. Thanks. Moreover, If you listen and follow the video carefully, you understand the steps and the fact that this video is prepared just for education purpose in the class. It is not a real project and values.
Beautiful! Is it in Salzberg or Hallstatt? Thanks
More near salzburg, i think
😊😊😊😊😊❤😊❤😊❤😊😊❤❤😊❤❤❤❤❤❤❤😊❤😊❤😊❤😊❤😊❤😊❤😊❤😊❤😊😊❤😊❤😊❤😊❤😊❤😊❤😊❤😊😊❤😊❤😊❤😊😊❤😊❤😊❤😊❤😊😊❤😊😊❤😊❤😊😊❤❤❤❤😊
❤❤❤❤❤😊😊😊😊😊😮😊😊😊😊😊😊😊😊❤❤❤😊😊❤😊❤😊Oooo😊😊😊😊😊😊❤😊❤😊😊💋😘😍
How beautiful GODS creation is
@@doralatina3163 👌
Thanks a lot Behnam. Good job. regards!!
good to hear that :)
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 RUclips Premium you can download a video. But the save option works for me! 😅
Jeg er også norsk
@@KUKSUGEREH flott😊
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.
Sehr schön.😂
Danke
I want to Comunicate with you if you have time
Can you Shae with us power point presentation ?
Beautiful thanks for sharing.
You are so welcome
Nice sir
Thanks
Kinda looks like evidence of rocks existing
Maybe😅
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
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
Hi Sir, very educative. Could you kindly help me understand why you didn't need the flow path ?
Could you please explain more about your question?
Interesting!
Glad you think so!
Amazing!
Impressing!
Thanks🙏
Fint!
🙏🙏
The transport function you selected (Mayer Peter Muller) is developed for 1D sediment transport purposes. The last three functions on the drop-down menu are used for 2D simulation of sediment transport Only. The recommended function is "Wu" because Alex Sanchez from the HEC-RAS development team had been supervised by Prof. Wu and the model was partly developed and tested for accuracy of predictions under his PhD dissertation. Also, sediment warmup time is highly recommended to be employed to avoid unrealistic erosion associated with starting a model with clear water throughout the domain. Besides, in 2D the warmup period is considered as part of the simulation time period (not a negative time).
Thanks for sharing your information. This is an educational clip and user should check their equations and parameters for their own project. For the warm up, I think I explained same. Maybe the wordphrase was different which is happened in a long recording. I also explained in hydraulic modeling and I believe in HecRas hydraulic warm up is more important and I suggest to have it, but for sediment it depends to your project. Wu transport functions is usually faster than others if you goes into details. But do you believe the MPM equation is just for 1D?! What about MPM equation in other codes rather than Hecras? We will publish some papers in the future that I recommend you to read about warm up and equations.
how did you get the cross sections details, form terrain model or the cvs file imported in the beginning? no clarity on this, please explain.
I think it is clearly explained that you can have the excel file from field and survey. Generally you have 2 options to have cross sections, one from survey or field and second make them in hecras or gis with geodata. I used both options in the video for learning purpose… Good luck
beautiful trondhim!
Thank you for the video. Can we get the output map showing the grain size distribution in each cell after the simulation?
Thanks. I think you can see a map like this or near to this if you have appropriate input, just check it and share it with us.
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?
Very interesting video. But one question, sir can I get a such resolution terrain from freely available satellite image?
thank you. It depends on your country. Some countries may have it free for internal use. But generally, no I don't think high resolutions are free. But check them, maybe they provide it for students for free.
Thank you for your response!
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 prepare model for canal
just learn the steps from this video and repeat it for your model
@@behnambalouchi Thank you
Can you please share video for canal studies
Which canal studies? feel free to share
Hi Can we get to see the bed level change due to sediment erosion deposition?
If you want the bed change map, yes you can add it it from results
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.
can you share the data so that we can follow up please thanks
I am not sure if I can share them, so I suggest to find a data yourself and just follow the steps. There is no need for excel file, you just need a DEM file and assume other parameters.
thanks]
🙏😊
بسیار عالی.
If we import cross sections and rivers bank lines directly from shape file without drawing them manually. Will this be correct or it will influence the simulation
If I understand your question correctly, and as I said in the video, your answer is: Yes, it would be correct if your DEM file has a high accuracy. I show it this way in the video due to the assignment and learning part of the modeling.😊
Sir, I'm not getting any data in the station and elevation cross section table. After plotting the cross sections, I'm only getting the data in D/S reach lengths and main channel bank station. If you could please provide the answer, it would be really helpful.
try again
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