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REVIEW

REVIEW. By the average linear velocity (v) or specific discharge (q) calculated from Darcy’s law. v = q/  = -KI/ . What processes are represented in the governing equation that we use to represent solute transport through porous media?. Advection, dispersion, chemical reactions.

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REVIEW

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  1. REVIEW

  2. By the average linear velocity (v) or specific discharge (q) calculated from Darcy’s law. v = q/ = -KI/ • What processes are represented in the governing equation that we use to represent solute transport through porous media? Advection, dispersion, chemical reactions • How is advection quantified?

  3. where Dd is the effective diffusion coefficient. Where D is the dispersion coefficient For dispersion: • How is the dispersion process quantified? Using Fick’s law of diffusion. • How do we express Fick’s law of diffusion?

  4. Which of these terms represents advection? Which represents dispersion? Which represents chemical reactions?

  5. According to theory (i.e., assuming Fickian dispersion) and • assuming uniform flow (v = a constant) and an instantaneous • source, the concentration profile is • always Gaussian. (True or False?) • According to theory, in a uniform flow field, the breakthrough curve is always Gaussian. (True or False?)

  6. 1D flow with a line source Longitudinal dispersion • In the general case, how many components are in the • dispersion coefficient tensor? nine • Under what conditions does the dispersion coefficient • tensor reduce to one component?

  7. Under conditions of 1D flow, how do we quantify the • longitudinal dispersion coefficient? DL = L v + D* where L is dispersivity D* is the diffusion coefficient • What are the units of dispersivity and physically what is • it supposed to represent? Units are in length. It is a “mixing length” that represents the deviations from the average linear velocity caused by mixing within pore spaces (microdispersion) and mixing owing to the presence of heterogeneities (macrodispersion).

  8. where Kd = c/c • What process is represented by the retardation factor, R? sorption • Give two equations used to quantify R under • linear sorption. R = v/vc

  9. The classic example of a 1st order rate reaction • is radioactive decay. Biodegradation of some organic • compounds can also be represented as 1st order reactions. • What is the relation between the 1st order rate constant () • and half-life?

  10. Describe two types of initial conditions. c (x,y,z,0) = co(x,y,z) c (x,y,z,0) = 0

  11. no mass flux specified concentration Specified mass flux • Name two general categories of boundary conditions. specified concentration specified mass flux

  12. no mass flux specified concentration Specified mass flux • Which of these is a “free mass outflow” boundary • condition?

  13. Numerical dispersion Artificial oscillation/overshoot • Name the two types of numerical errors typically • encountered when using conventional finite difference • methods to solve the advection-dispersion equation.

  14. What is the Courant number and how is it used in numerical models that simulate transport? It is used to control the time step as the Courant number is usually less than or equal to one. By controlling the time step, numerical errors are minimized. • What is the Peclet number and how is it used in • numerical models that simulate transport? Used to control numerical dispersion & oscillation

  15. What is meant by an explicit finite difference approximation? The space derivatives are evaluated at the known time level; the FD equation contains only one unknown– the concentration at the next (unknown) time level. In an implicit approximation, the space derivatives are evaluated at the unknown time level.

  16. Multiple Choice. Select the correct answer. • The central difference approximation for the advective term • in the ADE causes instability in: • explicit approximations • implicit approximations • both explicit and implicit approximations • In upstream weighting, the space derivative in the • advective term in the ADE is formulated by using node cj and • node cj at the next time level • the immediately adjacent node in the upgradient direction • the immediately adjacent nodes in both the upstream and • downstream directions

  17. Compared to central differences, the use of upstream • weighting for the advection term in the ADE causes more • numerical error in approximating the space derivative • artificial oscillation • numerical dispersion • a and b • a and c • a, b, and c

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