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
really helpful sir , bahut bahut dhanywaad isko itni saralta se samjhane ke liye
Mind blowing teaching....thank you so much sir for the video
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
Thank You ISr
For providing Good Network Analysis problem Solving by very easy method.
Thank you sir for your wonderful explanation 😊
Concept maker❤️
Love from Pakistan 😊.
you are the best teacher ever 🙏🙏🙏🙏frm@NPL
Mai apke channel pe nya hu aapka lecture bahut useful hai sir, thanku
you are doing a great job sir. respect.
Sir please try to keep the adds in the beginning.
Your way of explaining is awesome.
Thanks Sir...... for your great lecture.
Please Sir water Hammer in Pipe ka jo series hay oska video banaya
Your Video is very helpful
Great explanation, understood in first attempt 😊
Very clear explanation sir
Excellent
Thank you
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
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😢😢
Thanks sir G.
You cleared all my points
Hamesha ki trh behtreen..
Tnxx for making such topic easier
I learn done..
You are amazing 👍
good one ,less confusing .Thank you sir
Mind blowing explanation sir,tnq
Thankyou sir, wonderful explanation
Really excellent explanation sir
Great explanation 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
Sir agar resistance force ho to kyaa kare??
Del Q ka final ans negative me aa ya toh chelga kya dono loop ka
Excellent explanation.
In books ∆q must be equals to zero sir ?
Thanks sir😊 great explanation
Nice explanation.....easy but lengthy question.....GATE me aa skta h ESE pre me nhi possible h
Sir ILD(influence level diagram) ka videoo. Banayeyanaaa plzzz.......
Great job sir 👍
thank u sir from nepal
Explained so perfectly....thanks a lot 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
Sir, if r is not given then what to do plz reply. (que paper civil, sem4, FM2, may 2022, Q4c)
thank you so much sir 😇🤩
Which is different from hydraulics
Best explanation
thankyou very much sir understand everything
can you make a video on Three reservoir problem of pipes of Hydraulics
Sir if possible please make video of three reservior problems
Very helpful video.
Thank you so much, sir.
please provide some software basis lesson.
Sir,
I’m from Nelpal.
One videos for moody chart problem
Sir agar playlist me lecture ka number rhe serial wise to kar dijiye taki padhne me serial wise padhai ho please sir
Sir how you have took the value of n as 2 in Head loss??
For fully turbulent flow n=2
sir can you make a video on numerical of MPN ( Most Probable Number ) in Environmental Engineering
Sir for DB and BD you have taken 0.7 instead of 0.9 why sir
Thanks sir great explainetion
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
In which college does he teach ?
What if valve is provided in hardy cross !
Thank you so much sir🧡
thank you so much sir ,.
Sir plzz make lacture on... Design of balancing reservoirs
Nicely explained
Nice video sir thanq
Well explained sir
Sir numerical on equivalent pipe method in environmental
Parallel pipe and branch pipe video needed
super understood well
Thank you so much sir 🔥
Thank you very much this video really helped me. Please can you show me how create these loops in municipal water supply system?
Sir can we apply this rule in mine ventilation system....
Thank You so much Sir
Thankyou very much sirrrr
Thanks sir!
Great sir 😊
Zabardast 🔥🔥
Very nice sir
Thank you😊
👍👍👍very nice
When did we come to know this is the correct assumption
thankyou sir
Thank you sir🇳🇵
Well explained
Thank you,Sir
Thank u...sir😊
Nice one
Thank you so much
plz eng, cuz i cannot get it !
Sir BOD environment engineering numerical kra dijye semester exam h...plz
Sir or 1 sum lete na hardy cross method pr or detail may smaj jata
superb bro
Great sir
Wow👏👌
Gajab❤
Thank you sir
Awsm. Sir
Thanks sir
Tnks a lot sir
Maja aa gaya sir
thanks a lot man.