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Advection-Dispersion Equation (ADE)

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Presentation on theme: "Advection-Dispersion Equation (ADE)"— Presentation transcript:

1 Advection-Dispersion Equation (ADE)
Assumptions Equivalent porous medium (epm) (i.e., a medium with connected pore space or a densely fractured medium with a single network of connected fractures) Miscible flow (i.e., solutes dissolve in water; DNAPL’s and LNAPL’s require a different governing equation. See p. 472, note 15.5, in Zheng and Bennett.) 3. No density effects (density dependent flow requires a different governing equation, Z&B, Ch. 15)

2 Dual Domain Models Fractured Rock Heterogeneous porous media
Note the presence of “mobile” domains (fractures/high K units) and “immobile” domains (matrix/low K units) Each domain has a different porosity such that:  = m + im Z&B Fig. 3.25

3 Note: model allows for a different porosity for each domain
Governing Equations – no sorption Immobile domain mass transfer rate between the 2 domains Note: model allows for a different porosity for each domain  = m + im

4 (MT3DMS manual, p. 2-14)

5 Sensitivity to the mass transfer rate Sensitivity to the
porosity ratio Z&B, Fig. 3.26

6 Sensitivity to Dispersivity
Dual domain model Advection-dispersion model

7 Governing Equations – with linear sorption

8 Dual Domain/Dual Porosity Models
Summary “New” Parameters Porosities in each domain: m ; im ( = m + im) Mass transfer rate:  Fraction of sorption sites: f = m /  (hard-wired into MT3DMS) Porosities Mass transfer rate Treated as calibration parameters

9 Shapiro (2001) WRR Tracer results in fractured rock at Mirror Lake, NH

10 MADE-2 Tracer Test Injection Site

11 Advection-dispersion model
(One porosity value for entire model) kriged hydraulic conductivity field stochastic hydraulic conductivity field Observed

12 Dual domain model with a
kriged hydraulic conductivity field Observed

13 Dual domain model with a
stochastic hydraulic conductivity field Observed

14 Results with a stochastic K field
Feehley & Zheng, 2000, WRR Results with a stochastic K field

15 Feehley & Zheng (2000) WRR

16 Ways to handle unmodeled heterogeneity
Large dispersivity values Stochastic hydraulic conductivity field and “small” macro dispersivity values Stochastic hydraulic conductivity field with even smaller macro dispersivity values & dual domain porosity and mass exchange between domains Alternatively, you can model all the relevant heterogeneity Statistical model of geologic facies with dispersivity values representative of micro scale dispersion

17 Stochastic GWV

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19 Stochastic GWV

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