How to Solve a Variation of the Concentrating Salt Tank Problem?

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Discussion Overview

The discussion revolves around a variation of the concentrating salt tank problem, focusing on the dynamics of salt concentration in a tank filled with pure water. Participants explore the mathematical modeling of the system, including the effects of time-dependent salt concentration and flow rates, while seeking to determine the time required to reach a target concentration of salt.

Discussion Character

  • Exploratory
  • Technical explanation
  • Mathematical reasoning
  • Debate/contested

Main Points Raised

  • One participant presents a differential equation model for the salt accumulation in the tank, noting the challenge of determining an initial condition due to the unknown time of reaching a target concentration.
  • Another participant questions the assumption that only pure water is being removed, suggesting that if this were the case, the problem simplifies significantly to a calculation based solely on the concentration of the incoming salt solution.
  • A different participant reflects on the initial problem setup and proposes an alternative approach by considering the depletion of salt concentration in a connected pool, leading to a different formulation of the accumulation in the tank.
  • One participant expresses confusion regarding the definitions of variables used in the differential equation and raises concerns about the correctness of the model if the inflow rate is not constant.
  • A further contribution introduces variables for concentration and flow rates, reformulating the problem in terms of these new definitions.

Areas of Agreement / Disagreement

Participants do not reach a consensus on the correct approach to solving the problem. There are multiple competing views regarding the assumptions made about the system, the definitions of variables, and the formulation of the differential equations.

Contextual Notes

Participants highlight potential ambiguities in variable definitions and the implications of time-dependent flow rates on the differential equations. The discussion remains open regarding the correct interpretation and application of these variables.

Who May Find This Useful

Individuals interested in mathematical modeling of fluid dynamics, particularly in chemical engineering or environmental science contexts, may find this discussion relevant.

Smed
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I have a variation on the concentrating tank problem that I'm having a bit of trouble solving. I have a tank of 10 kg of pure water at time 0. I add a time dependent concentration of salt and remove the same volume of pure water so that the tank volume never changes. Once the tank has 1 kg of salt, I stop the problem. So unlike the typical problem where I have a known initial concentration, I instead have a target final concentration, but the time of that final concentration is unknown in that it depends on the flow rate.

$$ \frac{dm_{salt}}{dt} = in - out $$
There's no salt exiting, so it becomes,
$$ \frac{dm_{salt}}{dt} = \dot{m}_{in} \frac{m_{salt}(t)}{m_{tank}} $$
Separate the variables and integrate to get
$$ln(m_{salt}) = \frac{\dot{m}_{in} t}{m_{tank}} + C$$
$$m_{salt}(t) = Ae^{\frac{\dot{m}_{in} t}{m_{tank}}}$$

Now I need an initial condition to get the particular solution, but I can't use
$$m_{salt}(0) = 0$$
and I'm not sure how to use my knowledge of the final concentration, since I don't know what time it will occur.

Your help is appreciated.
 
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Are you sure you're removing only pure water? If so, the problem is pretty trivial. You would just calculate what volume of salt solution added that contains 1 kg of salt. It has nothing to do with the tank, etc. It only depends on the concentration of the incoming solution.
 
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Your response made me realize I was missing part of the picture. There's also the rest of the loop (including a pool) which contains all of the salt at time zero. I tried solving the problem from the perspective of the pool concentration depleting rather than the tank concentration accumulating. I then took the inverse as the rate of accumulation in the tank, which seems to give the right answer. I've attached some notes on my thought process.

$$m_{salt}(t) = m_0 \left(1-e^{\frac{\dot{m}_{in}t}{m_{system}}}\right)$$

Is this how it's supposed to be done?

Thanks.
 

Attachments

Smed said:
I have a variation on the concentrating tank problem that I'm having a bit of trouble solving. I have a tank of 10 kg of pure water at time 0. I add a time dependent concentration of salt and remove the same volume of pure water so that the tank volume never changes. Once the tank has 1 kg of salt, I stop the problem. So unlike the typical problem where I have a known initial concentration, I instead have a target final concentration, but the time of that final concentration is unknown in that it depends on the flow rate.

$$ \frac{dm_{salt}}{dt} = in - out $$
There's no salt exiting, so it becomes,
$$ \frac{dm_{salt}}{dt} = \dot{m}_{in} \frac{m_{salt}(t)}{m_{tank}} $$
Separate the variables and integrate to get
$$ln(m_{salt}) = \frac{\dot{m}_{in} t}{m_{tank}} + C$$
$$m_{salt}(t) = Ae^{\frac{\dot{m}_{in} t}{m_{tank}}}$$

Now I need an initial condition to get the particular solution, but I can't use
$$m_{salt}(0) = 0$$
and I'm not sure how to use my knowledge of the final concentration, since I don't know what time it will occur.

Your help is appreciated.

I cannot make any sense of your solution, in part because you never define your terms. Exactly what are ##m##, ##m_{salt}(t)##, ##m_{tank}##, etc.? Also, if ##\dot{m}_{in}## is a constant, your DE solution is correct, but not if ##\dot{m}_{in}## depends on ##t##. Depending on exactly what your ##m##-variables mean, the DE itself may not even be correct.
 
Let C be the concentration of salt in the tank and Cin represent the concentration of salt in the inlet stream. Let V be the volume of the tank and f be the volumetric flow rate into and out of the tank. Then,
$$V\frac{dC}{dt}=fC_{in}$$
Chet
 

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