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

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

Thanks

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

Amazing

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.

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

thanks for this vedio

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

Very good

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

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

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

Why section 25 is not in the exact middle?

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

Thank you!

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

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

great and very educating.

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.

Agh! Text directions with annoying music. No thanks!

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

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

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

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

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

Great video

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

thank you very much. very helpful indeed.

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

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

the new RAsMApper is awesome A 1st demo video th-cam.com/video/XCQrMKW08q4/w-d-xo.html

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

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thaaaaaaaaaaaaaaaaaaaaaaaaaaank youuuuuuuuuuuuuuuuuuuuuuuuuuu

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