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CONTAMINANT TRANSPORT MECHANISMS

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Presentation on theme: "CONTAMINANT TRANSPORT MECHANISMS"— Presentation transcript:

1 CONTAMINANT TRANSPORT MECHANISMS

2 ADVECTION PROCESSES Seepage velocity Advective flux
K hydraulic conductivity n effective porosity h hydraulic head Advective flux h h1 h2 vx x1 x X2

3 DIFFUSION AND DISPERSION PROCESSES
Fick’s first law fx = mass flux [M/L2/T] Dd diffusion coefficient [L2/T] h hydraulic head C C1 C2 fx x1 x X2

4 STOCHASTIC SIMULATION OF ADVECTION DIFFUSION PROCESSES
Use a large number of particles Predict their position using Determine their position and distribution at t=tfinal v=0.15 m/h Dd= m2/h

5 ADVECTION DISPERSION EQUATION FOR SOLUTE TRANSPORT
z Mass conservation Min-Mout=Accumulation dz y dx dy x

6 ADVECTION DISPERSION EQUATION FOR SOLUTE TRANSPORT (ctd)
Complete formulation 1-D formulation Analytical solutions exist sometimes for both complete and 1-D formulations (e.g. BIOCHLOR)

7 ADSORPTION EFFECTS Sorption
association of a contaminant with a solid material adsorption = association with the surface of the solid absorption = association within the solid S = f(C) the amount of absorbed contaminant is a function of C S=KdCb The transport equation becomes If b=1 then

8 ADSORPTION AND FIRST-ORDER DECAY EFFECTS
Transport and adsorption The combination of the two equations yields where R is the retardation factor

9 ADSORPTION ISOTHERM Freundlich adsorption isotherm Consider a simple
S=KdCb Consider a simple experimental setup L=1cm Darcy flux q=0.27cm/h Porosity n=0.3 Cin is measured and given Cout is measured and given q,Cin q, Cout L=1cm

10 ANALYTICAL SOLUTION (2-D CASE)
Hypotheses no advection in y-direction constant vx velocity conservative substance pulse source Example 2 wells ( (3.7, 0.2), (4.9,-2.8) ) tracer is injected at (0,0) determine vx, Dx, Dy,

11 ANALYTICAL SOLUTION (2-D CASE)
Use the Excel Solver (obviously) to minimize the differences between observations and measurements

12 WRAP-UP The equations of contaminant transport may be derived from mass conservation principles Diffusion, dispersion and advection have “discrete” meaning Simple formulations and “optimization”/ calibration procedures may be used to determine physical parameters


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