thank you ... can anyone tell me how do I solve the problem if the water source is at a low level and it is pumped to consumers at the higher head ... will the procedure be the same?
bahut achha padhai hai sir hamar 21novmber SE hamar exame hai agar pasa ho Gaya to may apko phir SE than you bolunga aur Jan lunga ki apka Asir bad hamare satha hai
Really helpful sir. this is my first vedio of your channel and u r so good tutor...thanx :)
sir i thank you from the bottom of my heart ,these concepts which i felt uneasy to deal with you have explained so easily and like crystal clear...
Thank you very much sir for the fantastic concept,keep on uploading such subjects
Sirji maja agya 🤗❤
Thanks very much love u from leh ladakh
Sir your videos are very well explained .please do attach the videos link i which your are recommending while teaching.
thank you ... can anyone tell me how do I solve the problem if the water source is at a low level and it is pumped to consumers at the higher head ... will the procedure be the same?
Hello sir thank u
And very nice video
And u r teaching very well
Very good video. waiting to see more videos
👍👍👍👍
Your videos are great, but for general audience, please if you make them in English it would great as well.
When network is large, we can neglect minor losses. U said the opposite.
Very nice you are the best
Really good 👌👌👌
Sir! How come f (friction factors) are same for different dia of same pipes?
Fantastic content
Gr8...there r no videos on fluid..plz solve engineering services previous yr question also..it'll b gr8 help..thnku..
help ful video
Sir plz upload video on numericals of power losses in pipes
If head loss due to entry is not specified then head loss due to exit is possible?(*out of two one reservoir is not give)
Wah sir you are real guru jee
good work sirji...!!!!!
Sir aap bahot acha bolte hai
Nice
Interesting
Thank you sir
sir adding value of V² in frictional resistance equation than change of equation of frictional resistance
good video up load more videos
Nice explained
What are the uses of compound pipe
Stanton and Moody diagram plz sir
It is really good
very nice sir
how to find V1, V2, and V3..?
Pls make video on concentric cylinder
Plzz make vedio on hardy cross method numericals
Thank you sir
Nyc sir
Love you sir
bahut achha padhai hai sir hamar 21novmber SE hamar exame hai agar pasa ho Gaya to may apko phir SE than you bolunga aur Jan lunga ki apka Asir bad hamare satha hai
Sir please make video on branched pipe
thank u soo much sir
continuity equation kese apply karegenge end result me??
Thanks a lot
Please teach hardy cross method
Sir pls add videos of venturimeter,weir
use of continuity equation
very nice
Sir please adjust the focus of camera it's creating distraction
Sir flow through branched pipe ki video baniya plz
sir please set ur camara properly sir
Love !!! ❤️❤️
Thanks sir
Thanku sir...
thank u sir
Please speak in énglish for undeastand u pls
In english please?
Zsss
You need to slow your talking down by 50 percent I can’t understand a damn word your saying
Head loss due to contraction ka formula wrong likhe h iss video me
Wrong nhi h..v1-v2 and same sir ne contraction pehle and expansion baad me dala h
Thanks sir