Any way I can get English sub for this or is there an AI that can translate this? Looks really helpful for what I'm learning right now but I just don't get the explanations.
Hydrostatic pressure acts below the phreatic line whereas atmospheric pressure exists above the phreatic line. This line separates a saturated soil mass from an unsaturated soil mass. It is not an equipotential line, but a flow line.
sirji sliding nikalte samay q=1400 liya aapne yahan q kya hai or 1400 kyu liya gaya hai factor of safety against sliding me mu jo hai vo sliding factor hai na
Assalamualaikum. Very usefull n interesting. Thanks. Iam.Rossy.
Can a dam avoid the emergency Spillway but add more turbine for electrocity?
More energy generate, more benefite
Gjjjb parfomence 👍👍👍
Very helpful, thank you
Sir Apne dimeension diye hi Dam me but exam me Dam ka dimension nhi diya Rehta usko find out kaise karege sir please explain
can you please demonstrate the parts from where you get these conditions and coefficients and in Eurocode in which section can be feasible?
Tail water pressure not is consider and due to this uplift pressure also changed
Drainage gallery?
Any way I can get English sub for this or is there an AI that can translate this? Looks really helpful for what I'm learning right now but I just don't get the explanations.
Jab drainage gallery provide ki gayi hoti hain tab uplift pressure main changes hote hain na??
Thank you so much sir ❣️❣️
Sir what will be pv(toe)and pv(heel) in principal stress and shear stress??
It's nothing but the value of Hv
Very nice sir🙏
Aap ka 53 and 65 ne mujhe 10 min rulaya. But already wrote 65 instead of your 53
We're in the same boat 😂on leverarm for PH
sr ap zangar's hydrodynamic formula ke derivation ke upar ak vedio bana dije
Please provide ppcm numerical part as soon as possible
I want to learn design of check dam design.
what should I do?
Please update calculation of pheratic line in earthen dam
For an earthen dam, the phreatic line approximately assumes the shape of a parabola.
The top flow line of a saturated soil mass below which seepage takes place, is called the Phreatic line.
Hydrostatic pressure acts below the phreatic line whereas atmospheric pressure exists above the phreatic line. This line separates a saturated soil mass from an unsaturated soil mass. It is not an equipotential line, but a flow line.
add more videos on gravity dams...please
Needed one good vedio related to pheratic line in earthen dam
hello, please can u explain the how to calculate Pv which was in principle stress and shear stress formula
When we find stress of heel and toe less than 1 that sigma heel value is pvheel and pvtoe viseversa
Can you understand now.. please tell me if done 😢
Sir pls give a English subtitles
Pv kaise find karna hai Principal Stress me....?
sir composite dam ka calculation design kese krege
Thank y0u bhaiya
Sir Hight of dam kaise find out karege sir ji exam me value diya nhi hota
Bhai tail water pressure ka calculation to nahi kiya ...
sirji sliding nikalte samay q=1400 liya aapne yahan q kya hai or 1400 kyu liya gaya hai factor of safety against sliding me mu jo hai vo sliding factor hai na
Even I don’t understand what is “q” here . Can u plz explain
How about downstream forces?
i need such a video with english language
Did you understand it well?
Is this for Mini project
thank you sir
Mera project disign of gravity dam h kya mai design ke liye ye sare step ke calculation lena thik rahega
Yes, you may take.
Thanks
Sir app stability of dam Ka video dijiya 🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏 please eeeeeeeeeeeeeeeeeeeeeeeee
thank you
Thanks for watching this video 🙏
Overturning ke time aap less then 2 bole but sign more then ka lagaye... Plz clarify this issue
It's actually more than 2, less than 2 condition is not safe zone due to overturning stability.
tahnkssss
Bhai complete steel 2 unit 4&5 important question
Sir playlist bnavo
how value of pv
Excuse me can u solve a problem for me?
4:13
10:05
If u explan it in English lang. To understand it.. Coz i'm not indian
Yes
thank you so much sir
Your most welcome... Keep watching videos
Pv1 is horizontal force
what about the Pv which is in principle and shear stress fromula? is it also the horizontal forces? please can you explain that?
Bhai etni si video m 10m kese ho gye
Any problem else with this name, kindly revert if serious concern raise?
How xbar formula comes
Exams is too near
So please tell first...
ماشى
Please reply
why you are not talking with pure english,.......????