RAS Counsellor

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@johnwyatt8345 2 жыл бұрын

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

@piyaphatc5794 2 жыл бұрын

Please help, when I created a new geometry, there is no Rivers, Cross sections, Storage Area, ... on the list

@prof.dr.yassermoussa4323 3 жыл бұрын

Thanks

@karenmorales1616 3 жыл бұрын

existe alguna manera de modelar un culvert a lo largo de todo el cauce, para simular un embovedado

@meenalpant5759 3 жыл бұрын

Amazing

@iliasmachairas4466 3 жыл бұрын

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 3 жыл бұрын

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.

@hulk8889 4 жыл бұрын

Sir I try to model my culvert with Hec-ras after modeling with HY-8. When I look water surface profile it seems little confusing. Ican t give meaning to increase surface level before reaching culvert structure. (I guess there is hydraulic jump maybe. )But I am not sure about that I think maybe I skip to input some datas. Can you check for verificiation I send as an link of photos. Thank you. pasteboard.co/JOXPQXf.jpg

@chouaibchouaib5651 4 жыл бұрын

thanks for this vedio

@anilmathew9326 4 жыл бұрын

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

@rascounsellor1701 3 жыл бұрын

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

@nandlalkumar6150 4 жыл бұрын

Very good

@1983astrix 4 жыл бұрын

Hi there Can i get hold of you somehow please? Email or phone number

@rascounsellor1701 4 жыл бұрын

Hi Kristen, You may drop us an email, [email protected]

@rascounsellor1701 4 жыл бұрын

Hi Kirsten, You may drop us an email " [email protected] "

@nnasehir 4 жыл бұрын

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 3 жыл бұрын

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.

@rosminazuchri9090 4 жыл бұрын

MY NAME ROSMINA ZUCHRI FROM INDONESIA. THANKS YOUR BASIC HECRAS KZbin

@prasadindi7299 4 жыл бұрын

Why section 25 is not in the exact middle?

@rascounsellor1701 3 жыл бұрын

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 👍.

@jafriamir2537 5 жыл бұрын

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

@tedvoc 5 жыл бұрын

Thank you!

@peteradegbola4508 5 жыл бұрын

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

@humanity5539 5 жыл бұрын

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 3 жыл бұрын

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

@peteradegbola4508 5 жыл бұрын

great and very educating.

@D4rkTooga 5 жыл бұрын

Hey, I have a few questions, but first thanks for uploading such a helpful video: 1) At 6:18 I think the screen lags, where do you open the "Measurement Line" window/tool? 2) In the steady Analysis, I tried to choose the option "Mixed", but got an error "Missing boundary in River 1, profile #: 1". Just wondering if you knew what could that be. When I choose "Subcritial" the program computes successfully. 3) At 0:15, you have a pic with a flooding simulation, after doing the Steady FLow Analysis we are able to that polygon/simulation in Ras Mapper? I Hope you have the time to spare me with such insight, if not, still thanks for the great vid.

@rascounsellor1701 5 жыл бұрын

Sorry for the late response. 1. Press the Ctrl key for the measurement. 2. If you are sing Mixed or Supercritical flow regime then you need to define both upstream and downstream boundary condition.

@dangerousattack5433 5 жыл бұрын

Agh! Text directions with annoying music. No thanks!

@rascounsellor1701 3 жыл бұрын

Thank you for your feedback.

@veducatube5701 5 жыл бұрын

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

@speakwithme8889 5 жыл бұрын

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

@rascounsellor1701 5 жыл бұрын

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

@shubhamshukla9468 5 жыл бұрын

Where I can get projection file for my study area and terrain surface

@rascounsellor1701 5 жыл бұрын

You can search online or use ArcGIS database projection library. Terrain data can be downloaded online from NASA SRTM website but it is not that precise.

@massmass2087 5 жыл бұрын

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

@rascounsellor1701 5 жыл бұрын

You’re welcome

@emadnadi152 6 жыл бұрын

Thanks, when I start adding the culvert, I get an error message saying that I have to put upstream and downstream boundary station. this is the step when you added the 41 station second 00:32

@rascounsellor1701 5 жыл бұрын

You need to check the river stationing ID that you have defined for the bridge. It should be in between the bounding XS’s river stationing ID.

@sylvesterchikabvumbwa2128 6 жыл бұрын

Great video

@rascounsellor1701 5 жыл бұрын

Thanks... 👍

@anouarcherkani6796 6 жыл бұрын

where can I find the file (projection) and the file (terrain surface) for my zone ?

@rascounsellor1701 5 жыл бұрын

You can search online or use ArcGIS database projection library. Terrain data can be downloaded online from NASA SRTM website but it is not that precise.

@savinashdirp7366 6 жыл бұрын

thank you very much. very helpful indeed.

@rascounsellor1701 6 жыл бұрын

Cheers

@elifezgie997 6 жыл бұрын

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

@rascounsellor1701 6 жыл бұрын

Thank you :)

@selectedsolutions 6 жыл бұрын

Yeah excellent work, the latest release is amazing a well, drop by also in my channel for my 1d-2d tutorials all done in hecras 5.0.4

@rascounsellor1701 6 жыл бұрын

Thanks.

@elvladyman 6 жыл бұрын

the new RAsMApper is awesome A 1st demo video kzbin.info/www/bejne/jnS0o4CBjJVrp5Y

@elvladyman 6 жыл бұрын

My review to the new RAS version sciengsustainability.blogspot.jp/2018/05/new-hec-ras-v-501.html

@rascounsellor1701 6 жыл бұрын

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 6 жыл бұрын

I need learn more about sediment in HEC RAS

@rascounsellor1701 5 жыл бұрын

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

@otmanenassim6262 6 жыл бұрын

thaaaaaaaaaaaaaaaaaaaaaaaaaaank youuuuuuuuuuuuuuuuuuuuuuuuuuu

@rascounsellor1701 5 жыл бұрын

Cheers 👍

@TheBrettmh 7 жыл бұрын

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

@rascounsellor1701 6 жыл бұрын

Thank you Brett

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