Permission to use this video as my example of Earthflow for my upcoming presentation. Thank you

Beautiful

When i try to create the inline structure in reach 1 station 10 comes a message: "Warning - a node already exists on reach 1 at river station "10". I already try to create at all my stations and the software didn't allowed. How can i fix this?

If only there was a mic

Please turn the sound up, your audio is not working.

Watermark is needless and distracting

That background/overlay text is very distracting. Too many other video tutorials to waste time watching this. Especially without any discussion about what you're doing.

How to draw it by excel

Permission to use this video as my example of earth flow for my project thank you

Bad teacher.

Stop youtube and sleep

Bad video no sound .

would it be possible to simulate a control condition downstream of the lateral structure?

No audio

sir after run in steady flow my river profile is having water level same throughout the river , how can i solve this problem plz do reponse

Any idea why the entire series has no sound ???

It's an earth flow right because the regolith here is a wet or saturated

Is this earth flow of a type of landslide???

👍

the texts on your video are not visible so can you correct it again

Does it simulate the critical depths?

Which soft did you use?

could you please do it hec ras-example projects 12 inline structure sir? i cannot complete the "compute" part

grape

Thanks a lot for this tutorial, once you have it build it is there any feature where you can split it just by clicking or you have to do it everything again.

Thanks a lot for this tutorial, once you have it build it is there any feature where you can split it just by clicking or you have to do it everything again.

👍👍👍

the flow is not blocked at the structure, the flow is same on and after the weir. why is it so?

I have capacity and Elevation data. can I determine the Area from this formula?

is it applicable even for dams?

El vídeo no tiene audio ?

Good video

Hello Users, I just need some insights on Breaklines. I have added breaklines into the 2d mesh area and enforced them as internal connections and entered weir data as top spillway elevation at 700m to the connections assuming they are acting as Embankments/weirs to the reservoir. But After I ran the Unsteady flow model successfully, in the results section in the RAS Mapper Water still flowing over the embankments at 653.55 only without filling the reservoir up to 700m elevation. What Should I do? Thank you in Advance #HECRAS #2dMODELING

very helpful. can you show the calculation of the sediment deposition of the bridge area?

When it has too much Taco Bell

Good vedio

why does when I run with pump there is nothing happen such is without pump?

Why is there no sound? Is this intensional?

where is audio?

Where is this place ?

Hi Can we input different expression to calculate the roughness factor from the vegetations

Your institute of technology is give excellent learnings for us!! Thank you

Your institute of technology is give excellent learnings for us!! Thank you

I think you used your manning's N value for your entrance loss coefficient. There is another table that shows loss coefficients.

Very nice

Which river has this data? Pleas mention the river and reach name.

Thanks for the video

I'm wondering why the water is flowing from both sides into the hole. Seems there is a structure at the junction/sag that failed. Maybe a drop-inlet culvert.

Tqq

very helpful,thanks