Modelling Water Tanks: Solving with Bernoulli Equation

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SUMMARY

The discussion focuses on applying the Bernoulli equation to model water tank dynamics, specifically using the equation gh_{b}=\frac{1}{2}v^2+gh to analyze water height changes over time. The user derived the height function h=\sqrt{2gh_{b}}t-\frac{1}{2}gt^2, which initially appears to increase and then decrease, prompting a reevaluation of the model. The correct interpretation indicates that for t>tb, the height stabilizes at h=hb. Additionally, the final equation can be expressed in dimensionless form, revealing the characteristic time τ as τ=\sqrt{\frac{h_b}{2g}}.

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Alexander350
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I tried using the Bernoulli equation to solve this. I took two points at the surface of the water in both the containers and formed this equation:
gh_{b}=\frac{1}{2}v^2+gh
This is assuming that the velocity of the water in the large tank is approximately zero and using the fact that both the surfaces are at atmospheric pressure. Then, I solved for the velocity and said that this is equal to the rate of change of the height of the water in the narrow cylinder.
\frac{dh}{dt}=\sqrt{2g(h_{b}-h)}
Finally, solving this with the assumption that h starts at 0, I got:
h=\sqrt{2gh_{b}}t-\frac{1}{2}gt^2
But looking at this function, it increases to the height h_{b} and then decreases again. This obviously does not happen; it would just stay at that height forever. So what have I done wrong?
 

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Chestermiller said:
Integrating the equation correctly might help.
It looks correct to me. Substituting it back into the original equation satisfies it.
 
Your equation is valid from h:0 to h:hb. So, if you solve it for h=hb, you will find your upper limit for t (call it tb).

From 0 to tb you can use your solution for h(t).
For t>tb, dh/dt=0 and so h=hb.
 
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Alexander350 said:
It looks correct to me. Substituting it back into the original equation satisfies it.
Sorry. I misread your equation. You are, of course, correct.

It is interesting to reduce your final equation to dimensionless form as follows:

$$\frac{h}{h_b}=\left(\frac{t}{\tau}\right)-\frac{1}{4}\left(\frac{t}{\tau}\right)^2$$ where the characteristic time ##\tau## is given by $$\tau=\sqrt{\frac{h_b}{2g}}$$
The level in the small tube rises to that in the large tank when $$t=2\tau=\sqrt{\frac{2h_b}{g}}$$
 
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