Видео

thank you my nigga

Great work sir

🙏🙏🙏

In BSTEM analysis , do u know how to solve the error when it shows flow data at reach 1 is incomplete or does not increase

thank you so much.

very poor quality vedio jumping around without showing the steps or how you got there.

underwear guy disturbing the velocity of water with his leg stay downstream side broo

this helps a lot.. clear explanation.. thank you! :)

Where can I buy the currentmeter? How much>

Rd 1 ko solve korne ka koi calculator or site hai kya? agar hai to please mujhe provide kare

Very useful for cross section creation…thank you

thank youu mekus mekus

Thank you so much you made easy to learn

Can we take coordinates (Northing Easting and Elevation) of these cross section data?

Why Mannings's n Values is 0,03?

Very good ❤️❤️💐

Amazing tutorial and channel, I only found your channel now in 2023, hope you'll continue to do more tutorial videos like this! greetings from singapore

Great ❤

how to fill the void at junction point? can you help me in this!

Thanks

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

That "HELLO BRO" was lit😂

pdf I waiting

Super

dhanyabad daju

Thank you so much Sir!!! I got an idea how it works, but for some reason my fine table data value is slightly different than yours...idk why?

Bro you are standing in front of the device (wrong side), you are reducing the rate of flow of the water (Head Loss) in front of the device.

Bro please reply to me please or drop your WhatsApp number

Thanks for sharing the video. It helped me a lot with my project on GeoHECRAS too.

Love this, very clear explanation. please, will you make the unsteady flow analysis of Kathmandu valley rivers .

Well explained. Good work ❤

Sir can you suggest one project topic which can be done in hecras

Hi bro can i get into touch with you regarding the HEC RAS. may be email address please?

NIce English

VERY NICE VDO

I love this ..the perfect and clear design I've ever seen

what is the accuracy of this kind of data. Is the elevation data is same as we get from google earth

Sir my project related to hec ras Can u give me ur contact email I'd

i keep getting error that my geometry cannot be found… help??

Contact detail do..

Need more videos on HECRAS.

Good job

ruclips.net/video/zVUip2q5naw/видео.html

How can we give cross section for lined canal?

Thanks Pasa!

Mero profile plot nai correct vayana ! Elevation ma zeroo matrai xa sabbai ma ani main channel distance correct xa value ! Kina hola testo?

Nice effort and explanation.....👍👍👍👍👍👍👍👍👍👍👍👍👍👍

Ayah... Why not the full video. It stopped suddenly. I was expecting to see the whole measurement.

Bro. I think you are using wrong method in this river. Because however I'm seeing that. The flow is quite not laminar, there some backwater effect and there is un uniform cross section due to the large stones. Soo in this type of river there is area velocity method specially current meter method is not applicable. You should try to dilution or other method. You can also use slope area method. .. What do you think. This is am asking because I'm also a student of hydrology.

Thanks.