Equation of continuity of water depth

In summary, the problem of finding the time it takes for all the water to drain from a can with a small hole in the bottom can be solved using Bernoulli's equation and the continuity equation. By setting the outflow speed at the hole equal to the rate of change of the water height and solving the resulting differential equation, the time required for the can to fully drain can be determined.
  • #1
etothey
22
0

Homework Statement


A can of height h and cross-sectional Area Ao is initially full of water. A small hole of area A1<<Ao is cut in the bottom of the can. Find an expression for the time it takes all the water to drain from the Can. Hint: Call the water depth y use the continuity equation to relate dy/dt to the outflow sped at the hole and then integrate.


Homework Equations


A1v1=A2v2


The Attempt at a Solution


I tried to solve this by my own, managed to get stuck, and then tried to understand the solution from cramster. There they start mentioning the variables and one of the things they say is, Rate of change in volume through the orifice = A1V=s*(2gh)^1/2. This is the part i don't understand. Afterwards they set Ao*dh/dt equal to A1*(2gh)^1/2. I don't understand where (2gh)^1/2 comes from so that i can solve this.
Thankful for help!
 
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  • #2
hi etothey! :smile:

(have a square-root: √ and try using the X2 icon just above the Reply box :wink:)

it comes from Bernoulli's equation (conservation of energy) …

1/2 ρv2 = ρgh :wink:
 
  • #3
You need to use Bernoulli's equation and the continuity equation to solve this problem. Applying the Bernoulli equation between the top of the fluid and the bottom of the can, we have

[tex]\frac{1}{2}\rho v_1^2 + \rho g y = \frac{1}{2}\rho v_2^2,[/tex]​

that is,

[tex]v_2^2 = v_1^2 + 2 g y.[/tex]​

But the continuity equation tells us that [tex]A_0 v_1 = A_1 v_2[/tex], so plugging into the Bernoulli equation, we have

[tex]v_2^2 = v_1^2 + 2 g y = \left(\frac{A_1}{A_0}\right)^2 v_2^2 + 2 g y[/tex]​

but they tell us that [tex]A_0[/tex] is much greater than [tex]A_1[/tex], so [tex]\left(\frac{A_1}{A_0}\right)^2 \approx 0[/tex], so we are left with

[tex]v_2^2 = 2 g y \Rightarrow v_2 = \sqrt{2 g y}.[/tex]​

Going back to the continuity equation, we have that

[tex]A_0 v_1 = A_1 v_2,[/tex]​

but we have seen that [tex]v_2 = \sqrt{2 g y}[/tex], and [tex]v_1[/tex] is the rate of change of the height as the fluid is drained, that is [tex]v_1 = - \frac{dy}{dt}[/tex] (notice the minus sign; [tex]v_1[/tex] is a positive function, but since the height [tex]y[/tex] is decreasing with time, its time derivative is negative, so we need to fix this by adding a minus sign). So, we have the following differential equation:

[tex]A_0 v_1 = A_1 v_2 \Rightarrow - A_0 \frac{dy}{dt} = A_1\sqrt{2 g y},[/tex]​

and you separate variables to find the time required for the can to fully drain.

Hope this helps.
 
  • #4
tiny-tim said:
hi etothey! :smile:

(have a square-root: √ and try using the X2 icon just above the Reply box :wink:)

it comes from Bernoulli's equation (conservation of energy) …

1/2 ρv2 = ρgh :wink:

sexy!
 
  • #5
Metaleer said:
You need to use Bernoulli's equation and the continuity equation to solve this problem. Applying the Bernoulli equation between the top of the fluid and the bottom of the can, we have

[tex]\frac{1}{2}\rho v_1^2 + \rho g y = \frac{1}{2}\rho v_2^2,[/tex]​

that is,

[tex]v_2^2 = v_1^2 + 2 g y.[/tex]​

But the continuity equation tells us that [tex]A_0 v_1 = A_1 v_2[/tex], so plugging into the Bernoulli equation, we have

[tex]v_2^2 = v_1^2 + 2 g y = \left(\frac{A_1}{A_0}\right)^2 v_2^2 + 2 g y[/tex]​

but they tell us that [tex]A_0[/tex] is much greater than [tex]A_1[/tex], so [tex]\left(\frac{A_1}{A_0}\right)^2 \approx 0[/tex], so we are left with

[tex]v_2^2 = 2 g y \Rightarrow v_2 = \sqrt{2 g y}.[/tex]​

Going back to the continuity equation, we have that

[tex]A_0 v_1 = A_1 v_2,[/tex]​

but we have seen that [tex]v_2 = \sqrt{2 g y}[/tex], and [tex]v_1[/tex] is the rate of change of the height as the fluid is drained, that is [tex]v_1 = - \frac{dy}{dt}[/tex] (notice the minus sign; [tex]v_1[/tex] is a positive function, but since the height [tex]y[/tex] is decreasing with time, its time derivative is negative, so we need to fix this by adding a minus sign). So, we have the following differential equation:

[tex]A_0 v_1 = A_1 v_2 \Rightarrow - A_0 \frac{dy}{dt} = A_1\sqrt{2 g y},[/tex]​

and you separate variables to find the time required for the can to fully drain.

Hope this helps.

Thank you very much!
 

Related to Equation of continuity of water depth

What is the equation of continuity of water depth?

The equation of continuity of water depth is a fundamental principle in fluid mechanics that states that the rate of change of mass in a fluid system is equal to the net flow of fluid into or out of the system. It can be represented mathematically as A1V1 = A2V2, where A is the cross-sectional area and V is the velocity of the fluid in two different sections of a pipe.

How is the equation of continuity of water depth derived?

The equation of continuity of water depth is derived from the principle of conservation of mass. This principle states that in any closed system, the mass of the system remains constant over time. By applying this principle to a fluid system and considering the relationship between cross-sectional area and velocity, we can derive the equation of continuity of water depth.

What are the assumptions made in the equation of continuity of water depth?

The equation of continuity of water depth makes several assumptions, including that the fluid is incompressible, the flow is steady, and there are no external forces acting on the system. It also assumes that the cross-sectional area of the pipe does not change along its length.

How is the equation of continuity of water depth used in practical applications?

The equation of continuity of water depth has many practical applications, including in the design and analysis of pipelines, pumps, and other fluid systems. It can also be used to calculate flow rates and velocities in various types of fluid systems, such as rivers, canals, and channels.

What happens if the equation of continuity of water depth is not satisfied?

If the equation of continuity of water depth is not satisfied, it means that there is a violation of the principle of conservation of mass. This could be due to a leak or blockage in the system, or incorrect measurements of velocity or cross-sectional area. In such cases, the equation can be used to identify and correct the issue in the system.

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