first of all heartly thankful to gate academy team who initiated and provide plateform to kick up and accelerate our speed in numerical and theoretical problems sir i request you if its possible to start multiple subjects of CIVIL engineering which can coverthrough gate syllabus at the end of December before GATE exam 2019
Sir mujhe aapke sare videos bhut ache lgy or maine un sbko ache se pdha or bhut ache se smjh gya Sir ek request h kya aap pneumatics ke bhi topics pdha skty h ?
@@chandreshvaryadav1583 Bernoulli's equation states that conservation of energy right.( If the flow is ideal fluid) Then what is the difference between energy equation and Bernoulli's equation???
@@chandreshvaryadav1583 but the Bernoulli's equation for real fluid States different And energy equation comes from Bernoulli's equation ( and the assumption is for steady flow) then how energy equation can valid for both steady and unsteady flow??
Sir you told that Bernoullei's equation does not hold for unsteady flow but in case of loss due to enlargement we assumed that flow is unsteady and you have applied Bernoullei's equation
Sir I could solve all the gate ques by myself . Thank you so much for taking a great initiative . You are an amazing teacher , ur changing so many lives . I am so happy i found your channel Thank you so much sir from my bottom of my heart Sir Can you please teach us Hardy Cross Method when you get time
Sir, if f' is frictional resistance perunit area per unit velocity, then how did Total frictional resistance have the term velocity^2... ? Shouldnt F= f'(pi)DLV, instead of f'(pi)DLV^2???
If fluid is drawn from ground, flowing in pipe and flow drops in big reservoir which is open to atm. Before exit point we have installed an orifice plate and have taken the height of water H rise in tube. How can we find the flow of water drawn from ground Q.
Sir , a doubt.....in case of HEL and TEL being parallel...does that mean in a uniform diameter pipe, the kinetic head part remains constant?? How is it sir..is it because of the steady flow assumption which indirectly says uniform velocity?
@@akill_er i know this formula, but but but sir is applying that Force in x direction=change in momentum i.e. F=dM or F=d(mv) But Correct formula is F=dM/dt or F=d(mv)/dt I request watch 42:00 to 43:00
If we know the mean velocity and the friction factor then how can we calculate maximum velocity in a turbulent flow? We can calculate u* but i cannot find a way to calculate maximum velocity. Can someone help??
Sir im the student of polytechnic. Plzz tell me sir ye Govt BE or Btech preparation kese ki jaye I mean Jo abhi syllabus book h wo hi ki jaye ya other v
Bhai jinnnna bada resvoir utna velocity km continuity equation A inc v dec so very large reservoir velocity very smalll so usse beglect kar diya guru g nei
This guy teaches in much better way than most of professors of fluid in IIT Bombay
Are you in iit college?
@Danishta Hameed jyada deep me padha diya sir ne. Online Engineering channel par Vishal Bhatt sir ne mast padhaya hai 👍
Because IIT professor take it for granted that you know this much already and they start from this level and move forward
Sir, this lecture program started by you is very helpful for me. I am doing this self study.And I would like to thank you very much for this
Me too😊
My best channel for technical
Thanks sir 🙏💕, apke teaching ka style bahut hi shaandaar hai.
How fluent session it was sir . Thank you so much sir ❤️❤️
first of all heartly thankful to gate academy team who initiated and provide plateform to kick up and accelerate our speed in numerical and theoretical problems
sir i request you if its possible to start multiple subjects of CIVIL engineering which can coverthrough gate syllabus at the end of December before GATE exam 2019
Breath of engineers this channel👌👌👌👌👌😍
thank you so much sir...for conceptual teaching..... u are awesome
You teach better than my professor. Massive respect to you sir.
Sir best knowledgeable lecture thank you for this lecture ❤️
Thanks sir for providing deep knowledge about all.
Best teacher in India
such a great teacher
i liked your teaching style
This is really helpful video for us ( thank you so much sir )
Jyada deep me padha diya sir ne. Online Engineering channel par Vishal Bhatt sir ne mast padhaya hai 👍
Sir mujhe aapke sare videos bhut ache lgy or maine un sbko ache se pdha or bhut ache se smjh gya
Sir ek request h kya aap pneumatics ke bhi topics pdha skty h ?
Bahut hi acha explanation tha sir.
Thankyou sir for this helpful video
I clear all my doubts by this video
Thankyou very much sir 🙂
Owesome sir ji thank you
very attractive method of teaching. subscribed
thank you sir for best knowledgeable lecture
Thank you sir the concept cleared
Thanks sir......very good teaching style..
thank you for providing playlist
Tnq soooooo much sir for sharing your knowledge
Videos are very helpful
abhi tk mai kaha tha .
sir your teaching styl is fabulus.
Thanks a lot
Please complete SOM till January.
Thank alot sir ... 💞
By god sir ur all vedios are knowledge power bomb😎😎
Sir kindly upload a video for developing and fully developed flows
I want your program to go further, and to be given video lecturers of other subjects.
Bhai flow through pipe or ducts same hai kiya
apka gate qualify hua kya
48:32 Sir ki voice Rajpal Yadav ke similar sunai deti h..
But this session was very helpful for me... thank you Sir
Arre bhai bhai 🤣🤣
Sir please tell me what reason k affected by in pipe bend
Superb consept
Wonderful
Water hammer in pipe kya Hain sir . Aapka video bahut hi achha Lagta hai thank you sir
I love you sir ( Dil se dhanywad
Thank you sir I've been following all your lectures. ..
Please upload a lecture on IMPACT OF JETS & TURBOMACHINERY...
Sie bernauli equation to steady flow ke lia valid hai...
Yaha pr apne bernauli bhi lga di or flow ko bhi unsteady man lia
Suberb thank you.... Sir..
Sir have you aploaded a video of syphon and water hammering ?
36:40 you said that flow is unsteady then how can we apply Bernoulli eq.
Because that is not Bernouli eqation.
That is energy equation.
And we can apply energy equation for both steady and unsteadt flow.
@@chandreshvaryadav1583 Bernoulli's equation states that conservation of energy right.( If the flow is ideal fluid)
Then what is the difference between energy equation and Bernoulli's equation???
@@debajyotiroybarma447 .
Energy equation can be use for real fluid and and ideal fluid while bernoulli eq is use for only ideal fluid .
@@debajyotiroybarma447 .bernouli equation is use at section of flowing fluid while energy equation is use at point of flowing fluid.
@@chandreshvaryadav1583 but the Bernoulli's equation for real fluid States different
And energy equation comes from Bernoulli's equation ( and the assumption is for steady flow) then how energy equation can valid for both steady and unsteady flow??
At 36:53
You saud the flow is unsteady then how did you apply the Bernoulli Equation in the same case??
It's Bernoulli's equation for real flow. We included loss factor on rhs as head loss
Sir agr TEL mai z ki value zyada ho gyi toh bhi toh E2 hai vo E1 se zyadd jo skti hai aur TEL ki line bhi upward ja skti hai
Thank you🙏💕.. So much..
Very much helpful.
Sir you told that Bernoullei's equation does not hold for unsteady flow but in case of loss due to enlargement we assumed that flow is unsteady and
you have applied Bernoullei's equation
Sir
I could solve all the gate ques by myself .
Thank you so much for taking a great initiative .
You are an amazing teacher , ur changing so many lives .
I am so happy i found your channel
Thank you so much sir from my bottom of my heart
Sir
Can you please teach us Hardy Cross Method when you get time
Sir, gate academy plus me civil engineering ke vi videos provide kizye.
Thanks for such a beautiful explaination of concept.
Sir aapne enlargement ke case m bernouli theorem ka use kyon kiya jbki wahan pr to unsteady flow tha
Very nice sir..
Sir, if f' is frictional resistance perunit area per unit velocity, then how did Total frictional resistance have the term velocity^2... ?
Shouldnt F= f'(pi)DLV, instead of f'(pi)DLV^2???
Sir you are best
Ser it's too good and very effective video for me
Sir ek dought hai..
What is mean velocity?
Thanks a lot sir 👍👌🙏❤️🔥😎
Your lecture very very helfful for me thanks sir
thanks,your way of explanation is simple and brief...kindly make videos on driven cavity flow and sudden expansion flow
Please make a video on structural analysis
sir pressure p2 opposit direction m kyu liye hai thoda explain kijiye
A true legend😍
There is a mistake in head lose due to contraction formula h=v2/2g(vc/v2-1)2
If fluid is drawn from ground, flowing in pipe and flow drops in big reservoir which is open to atm. Before exit point we have installed an orifice plate and have taken the height of water H rise in tube. How can we find the flow of water drawn from ground Q.
Thank you Sir...wat a explanation ...
very good sir
SIR MINOR LOSS DERIVATION M UNSTEADY FLOW M HOW CAN YOU APPLY BERNOULI EQUATION?
Great explanation lecture. Sir, aapne Lucas washburn equatn padhaye h kya?
Lot of thanks sir ..
Thank you sir for giving a beautiful knowledge
I am preparing gate my self
Please post next video as early as possible
Illustrate what types of basic equations and forces analysis are needed for reservoir and pipe flow.
i need a answer
Thanks sir, please sir solve previous your gate question.
maheswar nayak yes
Sir numericals ka video bhi post kijiye plzz
Thnku thnku sooo much sir
Thank sir for your efforts. Your teaching methodology is excellent. I hope you will succeed in life .
how will lwe indentfi the these in numericals
Sir where is the video of flow through orifices and mouthpieces?? And i really also want the videos of notches and weirs.
Sir , a doubt.....in case of HEL and TEL being parallel...does that mean in a uniform diameter pipe, the kinetic head part remains constant?? How is it sir..is it because of the steady flow assumption which indirectly says uniform velocity?
Thank you sir
42:00 according to Newton 2nd law
F= rate of change in momentum
But you are doing
F= change in momentum
I can't understand this logic.
Please help
F= d(mv)/dt .. change of momentum/unit time
@@akill_er i know this formula, but but but sir is applying that
Force in x direction=change in momentum
i.e. F=dM or F=d(mv)
But
Correct formula is F=dM/dt or F=d(mv)/dt
I request watch 42:00 to 43:00
@@pinkysaini899 you r rt
Sir value of R difference hota h gas and liquid ke lie
if sudden enlarge is unsteady flow then why are we applying bernaulli's eqn
sir is it compulsory to learn the full darivations
Very nice
Sir you said that Bernoulli's equation is only applicable for study flow so why u apply in this question
Sir please make video on dimensional analysis
Sir ideal fluid main tel ka slope zero hoga na
thank you so much sir
Sharma sir.I humble request to you for Open Channel Flow Video.
how can we relate pressure and flow in pipe
sir please make a video on pipe network
Sir mechanics ki bhi video ...share kariya
sir,Will you provide lectures on "OPEN CHANNEL FLOW" after Fluid Mechanics?
Mayank Sharma yes this is part of course
Thank-you Sir
If we know the mean velocity and the friction factor then how can we calculate maximum velocity in a turbulent flow? We can calculate u* but i cannot find a way to calculate maximum velocity. Can someone help??
sir pls add lecture based on Hydraulic machine
Sir loss of head due to sudden expansion me mass kaisa nikale sir I don't understand
Beautiful....
Sir im the student of polytechnic.
Plzz tell me sir ye Govt BE or Btech preparation kese ki jaye
I mean
Jo abhi syllabus book h wo hi ki jaye ya other v
Sir, after watching your video ,I felt that I can understand everything & do everything.
Please upload more CIVIL subject video
Sir kyu V2 is negligible in case of head loss due to exit in pipes
Mohammed Ameeruddin reservoir is too big
Bhai jinnnna bada resvoir utna velocity km continuity equation A inc v dec so very large reservoir velocity very smalll so usse beglect kar diya guru g nei