 Let’s take everything we have learned so far and now add in the two other processes discussed in the introduction chapter – advection and retardation.

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Presentation transcript:

 Let’s take everything we have learned so far and now add in the two other processes discussed in the introduction chapter – advection and retardation

 Solve any way you want

 Solve Shifts the location of the peak

 Solve Slows down time

 As long as our governing equation is linear, yes – you can always do it for a linear equation!  And – yes the ADE is linear. For the infinite domain the Greens function is given by

 What if our domain is not infinite (like in the problems in HW2)?  Well Polyanin’s book has an entire section with Greens functions for those problems too

 Finite Differences  Random Walk

 One of the features that is often used to characterize the nature of transport is the evolution of a plume’s spatial moments.  The n th moment of the plume is defined as  What does this represent?

 It is usually useful to measure moments centered about the center of mass of the plume

 Zeroth (measures mass of system) ▪ Should be equal to 1 when normalized  First ▪ Tells you the location of the center of mass of the plume  Second ▪ Provides information about how wide the plume is (variance of the distribution)  Third ▪ Provides information on how skewed a plume is.

When second centered moment scales linearly in time => Fickian Dispersion Anomalous/ Non-Fickian Dispersion Superdiffusion Subdiffusion

 A geophysicist has provided you with the following plots of the first and second moment of a plume. Can you infer the advection speed and the dispersion coefficient?

 Another, less common, but increasingly popular method is to look at temporal moments of breakthrough curves (i.e. you have a concentration measurement at a fixed distance x and integrate over time)  It is often easier to measure breakthrough curves than spatial distribution of solutes and this information can also be used to infer parameters (such as v and D in the ADE).

For

 The following breakthrough curve is measured in a stream 100 meters downstream of a location where you injected a pulse of a conservative solute. The mass you threw in is 1 kg. The data associated with this curve in available for download. From this breakthrough curve can you infer the velocity of the water in the stream is and what the dispersion coefficient for the solute is?