Conservation of mass/flow through tanks

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The discussion centers on a conservation of mass problem involving three tanks in series, where water and dye are introduced at a constant rate. The equations governing the concentration of dye in each tank are established, with a focus on the flow rates and volumes of the tanks. The problem requires calculating the dye concentration over a 10-hour period after reaching steady state, considering the input concentration fluctuates between 100% for one minute and 0% for the next 59 minutes. Participants suggest that the concentration can be modeled using first-order differential equations and may involve Fourier series due to the periodic nature of the input. The urgency of the problem is emphasized, as it is due soon, prompting a call for assistance in verifying the setup and solving the equations.
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1. Suppose that three tanks in series, connected by pipes of the same size are filled with water that is moved through the system with pumps at the rate of 5 gal/min. The first tank is 1000 gal. The second tank is 750 gal. And the third tank is 500 gal. The contents of each tank is vigorously stirred. The in-feed to Tank 1 is a constant flow of water in the same sized pipe from an external source at the same flow rate and the outflow from Tank 3 flows into a lake at the same flow rate. [Dye is added to the inflow at a constant rate for exactly one minute per hour over a long period of time (weeks, months,whatever)]

What is the concentration of the dye RELATIVE to its input concentration as a function of time over a 10-hour period after the "long-time" has passed.

Do you have to make further assumptions to solve the problem?
How do you deal with the "relative" concentration?




2. Okay so obviously this is a conservation of mass problem, so flow in - flow out = 0



3. I have drawn an accurate picture, and I have set up what I believe to be the correct system of equations:

x1' = (QsA - Q12x1)*1/V1
x2' = (Q12x1 - Q23x2)*1/V2
x3' = (Q23x2 - Q3Lx3)*1/V3

Where:
x1 = Concentration in Tank 1, so on for x2 and x3
A = Entrance rate of substance with units kg*t/v
Q1 = rate at which the substance is transported by water flow (same throughout)

V1 = Volume of tank 1, so on for V2, V3.

Whatever you guys know what this stuff means these are straight forward normally but this one is throwing me off bad. I don't know if my system is right or what to solve I've been working on it and the rest of a huge problem set for too long.

It is due tomorrow morning. Please help.

 
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Well, input concentration is 100% for 1 minute and 0% for the next 59 minutes. So presumably you have to compute the concentration in each of the three tanks over the 1 hr period, second by second, after the steady state is reached.

The concentration in each tank is probably represesnted by a first-order diff. eq. with constant coefficients. The forcing function is a square wave with 1/60 duty cycle. Sounds like a Fourier series application. If I think of any more brilliant suggestions I'll let you know, but probably too late ... :-)
 
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