Thank you very much sir.. I am following your lecture in a sequence and making notes as well and getting the best conceptual of knowledge of fluid mechanics.... So thank you so much sir for giving me this opportunity to become your student.... Thank you once again VENUGOPAL SIR
thank you so much sir for clearing all concepts in detail and in such a nice way...your and gate academy efforts can't be describe in words...THANK YOU
Thank you sir for clearing my doubt regarding why there is no relative motion between fluid layer in rigid body .😊😊😊❤❤ velocity is constant so relative motion between fluid layer is zero because equal velocity of fluid layer so there is no relative motion.......😊😎
Don’t simply create unnecessary doubt. You can clearly see from the geometry that AB=8m. If from point B you extend a line then it meets the left side of the vessel. You name it B’. So don’t you think AB’=8 m ? From the free surface to point A it’s 4 m and from the free surface to B’ it’s 4 m. So total 8m. 6 m is the height of the undisturbed water.
if a cylinder of height H is submerged upto depth h below the free surface then calculate the range of its specific gravity for unstable equilibrium assume ratio of radius of cylinder & height of cylinder is 1/3.
sir it is said that pressure decreases in the direction of acceleration right? we proved it. then why pressure in case of statics increases in the direction of gravitational acceleration. that statement must be applicable to all kinds of acceleration no?? sir plz repli
sir hydrostatic law mein hamlog ne jab element liya tab ek taraf p pressure lag raha tha lekin dusre taraf k liye hamlog ne taylor series lagaya the lekin acceleration and rotitional k liye hamlog ne direct p+dp likh kar solve kaar diya edhar taylor series kyu nhi lagaya .... thank u sir for lecturess
Sir, I have a doubt !! Apne sir Last min Mai bola ki... Pressure difference Jo ayega woh bas radial distance ke basis pe ayega... But phir aapne kaha pressure difference height ke basis pe bhi ayega... Issiliye thoda confused hu sir... !! Kia aap Mera doubt thoda clear Kar denge sir??
Shubham bhai...pt. A and B ka distance radial direction m alag alag tha...to vha pr...radial direction m pressure change hoga....aur jo baad m sir n batya pt. 1 aur 2...uske dono pts same radial distance p h...to radial direction m pressure m koi change nhi hoga....but pts. 1,2 depth m alag alag distance p h... isliye only depth ki direction m pressure change hoga
while calculating the slope of a liquid when it is accelerated horizontally,hydrostatic law is used.But hydrostatic law is valid only when fluid is at rest,but here fluid is accelerated.explain sir
Sir as in accleration motion pressure varies also in accelerated direction then how come we take values of Pa and Pb according to hydrostatic law in derivation of inclined angle of free surface?
according to your explanation,if a body is moving with an acceleration then according to second law of motion ,there will be a force acting on it....then how itt can be considered a rigid body,,,,when every particle has an acceleration and force is acting on it ....i am not getting this
Pressure difference in rotating fluid me change in pressure v negative sign aata..... jaise horizontal acceleration k liye solve krte.... plzzz clear my doubt sir
*best teacher on UA-cam*
The myth, the legend. Thank you sir.
Aap bht achhe se smjhate Ho sr..... Salute to U
Very nice explanation.
I can say that ur lecture can be understood by anyone...apart from civil and mechanical any branch can understand ur lecture. Keep excelling sir❤️
Freely available quality content on UA-cam.
Big Thanks!
No words I have to explain your talent sir ji 🙏🙏
Thank you very much sir.. I am following your lecture in a sequence and making notes as well and getting the best conceptual of knowledge of fluid mechanics.... So thank you so much sir for giving me this opportunity to become your student.... Thank you once again VENUGOPAL SIR
Hi brother plz send me these notes
@@asrarulhaq436 Bhai aap kis exam ki tayari kar rahe ho
@@mirwarrior8090 je civil
@@asrarulhaq436 which State?
@@mirwarrior8090 jammu kashmir
thank you so much sir for clearing all concepts in detail and in such a nice way...your and gate academy efforts can't be describe in words...THANK YOU
Best teacher of FM.
Thank you sir for clearing my doubt regarding why there is no relative motion between fluid layer in rigid body .😊😊😊❤❤
velocity is constant so relative motion between fluid layer is zero because equal velocity of fluid layer so there is no relative motion.......😊😎
Best teacher without westing time ,he only focus on contant
Thanku so much sir...... thanku aapke liye bahut chota word hi....u r clearing my doubts ..😊
What a teacher and what a lecture ....... sir u r divine
The lecture was so good as usual...but I can't unsee the truck he draw in which the front to tiers are in air 😂😂
Sir aapki wajah se fluid mechanics mein interest barh raha hai....jitni tarif karun aapki kam hi hoga
thanks sir.. i was afrain of fluids mechanics. now it seems easy thanks alot sir
ek din aap bharat ka no 1 guru banege
rock ceration kumar ek din kyun.. Jab inki teaching ko all over India me students pasand karte hain toh ye already number one guru hain.
sr.relative equilibrium and rigid body motion same topic h
You are doing great Sir for gate,ies aspirant
Deep explanation sir 👍👍
bravo, u have got a new fan, sir......
I am Very Thankful for all your quality lectures. Helped me a lot in self study
Thank you sir❤❤
You have been of great help sir! Thank you so much for these wonderful lectures
best teacher, I like your each vedio sir,.....Thanks
thank you so much sir ...for your knowledgeable lecture and thanks for gate academy ...
sir these videos helps us alot thankyou
Sir very nice explanation......really deeply explain sir......
Thank you sir, it was really very good explanation
thank you sir. It was helpfull.
ThanQ sir 🙏
Sir tan(theeta) = (6+4)/2 hona chahiye na. As perpendicular = 6+4, base = 2 .........28:00
Don’t simply create unnecessary doubt. You can clearly see from the geometry that AB=8m.
If from point B you extend a line then it meets the left side of the vessel. You name it B’. So don’t you think AB’=8 m ? From the free surface to point A it’s 4 m and from the free surface to B’ it’s 4 m. So total 8m. 6 m is the height of the undisturbed water.
fantastic explanation sir keep it up.... thank u very much sir for clearing my concepts
Best lecture ever🔥🔥👍👍
Sir can you please make a video on some previous years questions of this topic? It will be really helpful.
Wonderful✨😍..
VERY nice video sir of ROTATION in fluid topic
sr.relative equilibrium and rigid body motion same topic h
Thank u so much sir..
No doubt acha sa samaj aata haa thanks
Thank u sir 💯😃
if a cylinder of height H is submerged upto depth h below the free surface then calculate the range of its specific gravity for unstable equilibrium assume ratio of radius of cylinder & height of cylinder is 1/3.
Less then one
Sir you are awesome.....Sir aap civil se hay???....plz upload civil related videos ...
Love ❤ u sir.
Sir ap bhout accha padhtae h.
How would you determine the overflow height when a liquid is rotating in a cylinder with side holes on its upper half portion?
THANK YOU SIR,
Thank you so much
Thankyou so much , awesome lecture
Sir good explanation thank you very much sir
Tnq sir g🙏
Salute you sir
Thank U Sir
Best explanation sir.
N
Sir ye Nya look hai kya aapka...??
pratibha kumari aisa hi soch lo
Sir best explanation...Sir please add further videos soon
bht allaw
Sir which book do you follow or suggest to follow .....?
Thanku sir
Thank you so much sir
you have on taken the centripetal acceleration ,why not tangential acceleration?
Sir plz add thermal videos as per as possible.
Nice look sir
thanks sir ur videos very helpful for me
sr.relative equilibrium and rigid body motion same topic h
What are the results if the vessel is conical rather than cylinder.??
sir it is said that pressure decreases in the direction of acceleration right? we proved it. then why pressure in case of statics increases in the direction of gravitational acceleration. that statement must be applicable to all kinds of acceleration no?? sir plz repli
Good job sir
Sir instrumentation and control engg ke naotes nahi mil rahe kahi bhi......from a student appering for back paper
Really nice..
if we want to find out the pressure on wall of vessel then how??
गजब सर जी
❤️❤️❤️❤️❤️❤️❤️
All clear sir...
sir hydrostatic law mein hamlog ne jab element liya tab ek taraf p pressure lag raha tha lekin dusre taraf k liye hamlog ne taylor series lagaya the lekin acceleration and rotitional k liye hamlog ne direct p+dp likh kar solve kaar diya edhar taylor series kyu nhi lagaya ....
thank u sir for lecturess
supeb........sir. rock video ...
sir just 1.5 months left please upload some videos on fluid machinery please sir.........
Sir, is this topic there for gate exam?
sir, which book can we find this topic in? it's not in the FM book by R.K Bansal.
Sir rotation rigid body of fluid me..
Examples problem
sir thnk u
Wow lecture....
Sir, I have a doubt !! Apne sir Last min Mai bola ki... Pressure difference Jo ayega woh bas radial distance ke basis pe ayega... But phir aapne kaha pressure difference height ke basis pe bhi ayega... Issiliye thoda confused hu sir... !! Kia aap Mera doubt thoda clear Kar denge sir??
Shubham bhai...pt. A and B ka distance radial direction m alag alag tha...to vha pr...radial direction m pressure change hoga....aur jo baad m sir n batya pt. 1 aur 2...uske dono pts same radial distance p h...to radial direction m pressure m koi change nhi hoga....but pts. 1,2 depth m alag alag distance p h... isliye only depth ki direction m pressure change hoga
while calculating the slope of a liquid when it is accelerated horizontally,hydrostatic law is used.But hydrostatic law is valid only when fluid is at rest,but here fluid is accelerated.explain sir
The fluid is in rigid body motion
Hydrostaic law is applicable for both rest as well as in motion right?
@@leons9088 only for fluid at rest and rigid body motion
Rigid body motion is that motion in which the relative velocity of fluid particals are 0 or same
Sir as in accleration motion pressure varies also in accelerated direction then how come we take values of Pa and Pb according to hydrostatic law in derivation of inclined angle of free surface?
sr.relative equilibrium and rigid body motion same topic h
Great
uniform vertical acceleration ka kyase karenge
Very good
according to your explanation,if a body is moving with an acceleration then according to second law of motion ,there will be a force acting on it....then how itt can be considered a rigid body,,,,when every particle has an acceleration and force is acting on it ....i am not getting this
nice work boss
Pressure difference in rotating fluid me change in pressure v negative sign aata..... jaise horizontal acceleration k liye solve krte....
plzzz clear my doubt sir
Barabar bhai
Sign of pressure difference in case of rotating fluid will be positive because there is radial acceleration which acts towards centre of rotation.
@@sonal6408 Thanku
@@sonal6408 this video is also called reletavie equllabrium
Sir ne galti ki h jab horizontal acceleration nikala tha p - (p+dp) kia tha jbki rotation k case m ulta kia (p+ dp) - p kia isiliye
Is this in gate for civil?
Thanks sir
Closed container wala example btao na sir
how can you take angle in meter ...
in the first question ..to find the acceleration
Tabiyat kush ho gye sabh ...
I would have been easier if you would explain it by using navier stokes equation....
transalation motion ka constant vertical acceleration topic nhi bataye sir
Not bad🤗🤗
Sir vertical aur inclined bhi btaye plz
Soil ka v aapke type lecture MIL skta h?
❤️❤️
a fish is in a vessel filled with water carring bymoving car then level of water and fall either side ans this
Water and the fish also go to the high pressure direction that is opposite to car direction