Fluid dynamics and particulate diffusion question

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ArriFerrari
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I have two cylindrical tubes connected at a 90 degree junction. One tube has a constant flow of a laminar fluid going through it and the fluid is saturated by a soluble particulate with a known concentration. The other tube has a much smaller radius, initially has no particles and is closed at the unconnected end.

How do I find the number of particulates that enter the smaller, closed tube? What equations would be most suitable for this situation?
 
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Were this one straight tube split by some diaphragm with a high concentration on one side and zero on the other and the diaphragm were suddenly removed, this would be easily solved analytically using the diffusion equation. However, I imagine there is no analytical solution here on account of the 90-degree bend and the fact that you assume there is some flow going on as well.
 
That is a fair assumption. In the experiment, it is. The only reason I can't use a simple diffusion equation is that constant flow. This is actually only a first step though, I need to find how much of the solute gets in the smaller tube when there is a non-constant flow. We can still assume that the laminar, non-compressible fluid is going straight down the larger tube, like water in a pipe. But it is driven by a rhythmic pressure fluctuation (like a heartbeat). I have access to COMSOL, but very little experience setting up this sort of thing.
 
How exactly do you have a steady flow if one end is capped off? That would seem to be impossible. Is the second tube connected so as to form a T with the first tube and allow a constant flow through the first tube or is it an L as you originally described?