I don't understand reading s.garg book that how much time correction have to made in pipeline... now I understand it is for ∆Q =0 ....& ur method also easier than s.garg book problem..... thanks sir
Thank you so much sir. It was really helpfull for analysing of loops. But i did not understand the diameters of pips In that loop. If you or somels answer me it may be your kind.thanks
I don't speak your language BUT I understood every thing. YOU ARE AMAZING
he is speaking hindi
I don't understand reading s.garg book that how much time correction have to made in pipeline... now I understand it is for ∆Q =0 ....& ur method also easier than s.garg book problem..... thanks sir
Thank you so much sir for giving 13 marks on hardy cross method ...nice to learn that lesson
😂8 hotaa haii bhaiii
Mind blowing teaching....thank you so much sir for the video
Thank you sir for your wonderful explanation 😊
really helpful sir , bahut bahut dhanywaad isko itni saralta se samjhane ke liye
Mind blowing sir...i am mechanical engineer enjoyed like anything
your a super star,that is excellent every thing is now clear,please keep it up show us some more vidios
you are the best teacher ever 🙏🙏🙏🙏frm@NPL
Thank You ISr
For providing Good Network Analysis problem Solving by very easy method.
Great explanation, understood in first attempt 😊
you are doing a great job sir. respect.
Concept maker❤️
Love from Pakistan 😊.
Mai apke channel pe nya hu aapka lecture bahut useful hai sir, thanku
And sir 1st time coomon pipe ke leiye jo BD hay to 1st loop may aya hay usui se minus or plus krne ka kt
R.K Bansal book - Fluid Mechanics ,
Page no.530 , problem - 11.56
Btw good explanation 👍👌
The book am getting has 287 pages only
Send me the link of this book kimdly
Thanks Sir...... for your great lecture.
Please Sir water Hammer in Pipe ka jo series hay oska video banaya
Your Video is very helpful
Sir please try to keep the adds in the beginning.
Your way of explaining is awesome.
Hamesha ki trh behtreen..
Very clear explanation sir
Excellent
Thank you
In second trial the value for Q of pipe DB was 2.5 but you put 1 instead of 2.5
I lost all the Concentration there😢😢
concept clear now i will try more question
Thanks sir!
Thanks sir G.
You cleared all my points
I learn done..
You are amazing 👍
Great explanation sir 👍
good one ,less confusing .Thank you sir
Mind blowing explanation sir,tnq
Tnxx for making such topic easier
Thankyou sir, wonderful explanation
Really excellent explanation sir
Sir agar resistance force ho to kyaa kare??
Del Q ka final ans negative me aa ya toh chelga kya dono loop ka
thank u sir from nepal
In books ∆q must be equals to zero sir ?
Which is different from hydraulics
Great job sir 👍
Excellent explanation.
Wow👏👌
Best explanation
Thank you so much sir.
It was really helpfull for analysing of loops. But i did not understand the diameters of pips In that loop.
If you or somels answer me it may be your kind.thanks
thank you so much sir 😇🤩
Hi sir !
For discharge Q at pipe BD shouldn't we have to take negative -1 in table?
I think the negative sign was only meant to switch the direction of flow. The magnitude still remains 1
Thanks sir😊 great explanation
Sir how you have took the value of n as 2 in Head loss??
For fully turbulent flow n=2
Sir, if r is not given then what to do plz reply. (que paper civil, sem4, FM2, may 2022, Q4c)
thankyou very much sir understand everything
thank you so much sir ,.
Sir ILD(influence level diagram) ka videoo. Banayeyanaaa plzzz.......
In which college does he teach ?
can you make a video on Three reservoir problem of pipes of Hydraulics
Sir for DB and BD you have taken 0.7 instead of 0.9 why sir
Very helpful video.
What if valve is provided in hardy cross !
Explained so perfectly....thanks a lot sir ❤️🤗
Thank you so much sir🧡
👍👍👍very nice
Zabardast 🔥🔥
Sir if possible please make video of three reservior problems
Well explained sir
Great sir 😊
super understood well
Nicely explained
Sir what if our value for ∆Q is + ve and we subtract it in clockwise flow n add in anticlockwise flow n vice versa
Will the answer will come same
I m also confusing in this step. My teacher doint in this way bt sir in vidoe opposite
Thank you,Sir
Thank you😊
Nice one
Nice explanation.....easy but lengthy question.....GATE me aa skta h ESE pre me nhi possible h
Thanks sir great explainetion
sir can you make a video on numerical of MPN ( Most Probable Number ) in Environmental Engineering
Nice video sir thanq
Sir,
I’m from Nelpal.
One videos for moody chart problem
Thank you so much
Very nice sir
Thankyou very much sirrrr
Sir agar playlist me lecture ka number rhe serial wise to kar dijiye taki padhne me serial wise padhai ho please sir
Thank you so much, sir.
please provide some software basis lesson.
Thank You so much Sir
Great sir
Thank you sir🇳🇵
Thanks sir
Sir plzz make lacture on... Design of balancing reservoirs
Thank u...sir😊
Gajab❤
Well explained
Sir numerical on equivalent pipe method in environmental
Thank you so much sir 🔥
superb bro
thankyou sir
Tnks a lot sir
Parallel pipe and branch pipe video needed
plz eng, cuz i cannot get it !
Awsm. Sir
Tqq so much
Thank you sir
Thanks!
Sir or 1 sum lete na hardy cross method pr or detail may smaj jata
Sahi hai boss
Super
Thanks sir..