A U-tube has vertical arms of radii R and 2 R . The left arm has radius R , and the right one 2 R , connected by a horizontal tube of length L whose radius increases from R to 2 R linearly.
The U-tube contains liquid up to height H in each arm. The liquid is set oscillating by giving the left arm ( the one with radius R ) a small displacement of y . Find the time period (in seconds) of oscillations of the fluid, if 2 L = 5 H with H = 2 0 m and the liquid doesn't pile up anywhere.
Source: MIT introductory physics course
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@Spandan Senapati . Do mention the value of g
Ya exactly same here.I too did the same.BTW in which class are you??
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Currently in 12th
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You gave inpho this yr??Selected??
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@Spandan Senapati – Nope :( . I did very bad. Couldnt manage time and made some trivial errors
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@Sumanth R Hegde – I too.I had done a lot modern physics and you know that only 1 mod physics q came.(only 3mk)Have one more chance nxt yr.
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@Spandan Senapati – Btw, Congrats for getting an awesome rank in kvpy!
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@Sumanth R Hegde – Oh thanks...I expected a rank in the top 50...Again Thanks a ton.
@Sumanth R Hegde – Congrats tonyou as well...You too have an awesome rank.Best of luck for Jee
Try another related problem"Seiche"
Hey @Spandan Senapati @Sumanth R Hegde , I have a doubt. Why can't we use force method here?? I did using that first and got a wrong answer. Thanks!
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Long time no brilliant. There aren't any subtle issues with the force analysis method here.Youre used,mainly used to using force analysis in case of Bent u-tube systems where the cross sectional area is mainly constant,or simple U-Tubes where speed of each part of fluid is same and therby their displacement.But here the displacements differ for each part of the horizontal tube so if you're thinking abt using F N = − M Ω 2 x decide at first what's the x you will set it simply isn't the displacement of either end.
In retrospect you can do that as well,but then consider W m g = ∫ d m Ω 2 x , the first quantity denoted the restoring weight and the second consider it as a sort of loop integral evaluated throughout the fluid. In idealiy both energy conservation and the above method are the same, just that energy conservation is more powerful a tool in situation like these where it's easy to be get confused by force analysis.
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Consider the system when liquid on left end is displaced by a small distance x . Calculate the potential energy of the system ( it is convenient to assume the base level to be at zero Potential) . We get
U = 8 5 ρ g π R 2 x 2 + C where C is a constant.
Now to evaluate the kinetic energy :
It is mentioned that the liquid doesn't " pile up" anywhere . So , for the movement of the liquid in the horizontal part of the tube, apply equation of continuity . The total kinetic energy of the liquid comes out to be
K = 4 ρ π R 2 ( L + 2 5 h ) v 2 , where v is the velocity of liquid in left end of the rod .
( Hints to evaluating the kinetic energy :
First evaluate kinetic energy of the liquid in horizontal part by taking a small element of length d x at a distance x from left end of the rod and integrate . Now, evaluate the kinetic energy of the liquid in the vertical sections and add them up to get tge total kinetic energy. )
Total energy is constant ,that is ,
U + K = c o n s t a n t
Differentiate the above equation wrt time to get
a = 2 ( L + 2 5 h ) − 5 g x , where a is the acceleration of the liquid in the left end .
Comparing with the standard equation for S . H . M ,
ω = 2 ( L + 2 5 h ) 5 g .
Substituting L = 2 5 h , time period of oscillations comes out to be
T = 2 π g 2 h = 1 2 . 5 6 6 3