HEC RAS BASICS

[@johnwyatt8345]

Thanks a lot for sharing this, it's so informative. Helped me a lot with a GeoHECRAS project.

[@elifezgie997]

Hi ! I am from Turkey and I'am a civil engineer. This video is working ! Thank you.

[@rascounsellor1701]

Thank you :)

[@rosminazuchri9090]

MY NAME ROSMINA ZUCHRI FROM INDONESIA. THANKS YOUR BASIC HECRAS TH-cam

[@nandlalkumar6150]

Very good

[@peteradegbola4508]

great and very educating.

[@TheBrettmh]

Thanks for making the video. Very good demo and introduction.

[@rascounsellor1701]

Thank you Brett

[@peteradegbola4508]

i salute you for the educating video,but need to know what method is to be adopted in taking the elevations at every river station .also, is each elevation at every cross section is independent on each other? thanks

[@iliasmachairas4466]

Thanks for your tutorial! I think you have made a mistake. You should have named the RS 50 cross section to RS 75. You can see that from the geometry schematic as well.

[@rascounsellor1701]

Hi Ilias, thank you for watching the video. The video is only for a demo purpose but to answer your question, you can define cross section river stationing either based on the river chainage (Flow length) or it could be in any increment.

[@massmass2087]

THANKS THANKS AND VERY THANKS .............................

[@rascounsellor1701]

You’re welcome

[@anilmathew9326]

Sir, please make a vedio on how to determine flood affected on a stretch of river by collecting sufficient data from government.🙏

[@rascounsellor1701]

What type of project you would like us to use in the demo with the data collected from the govt agencies?

[@jafriamir2537]

I have done Experimental analysis on straight channel with difference in depth of sand layers and have plotted the graphs between
(1) Length of Flume vs Depth of Sand
(2) Length of Flume vs Depth of Water
(3) Length of Flume vs Discharge
(4) Length of Flume vs Froude Number
and analysed the results. Kindly Help me by Doing this same analyses using HEC RAS

[@prof.dr.yassermoussa4323]

Thanks

[@nnasehir]

Hi, may I know for the profile part, what is the difference between 5 ( Profile 1) and 10 (Profile 2), is that discharge or else? Thank you

[@rascounsellor1701]

Profiles could be any flood frequency (ex. 2yr, 5yr, 10yr, 50yr, 100yr, 500yr) and 5 and 10 are the discharge values for different return periods.

[@tedvoc]

Thank you!

[@savinashdirp7366]

thank you very much. very helpful indeed.

[@rascounsellor1701]

Cheers

[@sylvesterchikabvumbwa2128]

Great video

[@rascounsellor1701]

Thanks... 👍

[@veducatube5701]

Please make a vid on how to work on winSRM... Its really imp.

[@rascounsellor1701]

RAS Counsellor is open to feedback so, we want our viewers to send us the suggestions they have regarding this video. Also, if you want us to create a video on a specific topic send us an email or comment on the videos published by RAS Counsellor.

[@neamagalal6013]

I need learn more about sediment in HEC RAS

[@rascounsellor1701]

Thank you for writing in. We’ll work on it and you’ll be notified once it has been posted.

[@speakwithme8889]

bnjour monsieur est ce je peut faire la modélisation d'ecoulement dans un dérivation provisoire dun barrage (pertuit)

[@rascounsellor1701]

Yes, you can use HEC-RAS dor modeling inline structures such as dams.

[@prasadindi7299]

Why section 25 is not in the exact middle?

[@rascounsellor1701]

Because cross section 25 is at a distance of 25 from XS 0 and XS 50 is at a distance of 50 from XS 25. I hope that answer your question 👍.

[@humanity5539]

Can any one help me ?
When me compute stady flows canot
" error strarting process: ResGeomWriten
Command line:c\program file\hec ras\5.0.6\the specifeid executable is not a valid for the os plaform"
Me using Hec-ras 5.0.6
I even enter data in this hec ras, I still don't want it

[@jorgesanabria1421]

it seems hec ras dont run well in apple devices. You need to install a virtual machine or use a Windows computer

[@dangerousattack5433]

Agh! Text directions with annoying music. No thanks!

[@rascounsellor1701]

Thank you for your feedback.