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Parameter

Case 1

Case 2

Case 3

Case 4

Geometric mean hydraulic conductivity, Kg (m/day)

10

10

10

10

ln K variance

2.0

2.0

2.0

2.0

Correlation scale, λ (m)

2

2

2

2

Mean porosity, nm

0.25

0.25

0.25

0.25

Coefficient of variation – n and K

NA

0.27

0.25

0.10 (ln n variance)

Correlation – n and K

NA

Positive

Negative

None

White noise, w

NA

0

0

0

Local pore-scale dispersivity

0

0

0

0

Head difference (m)

1

1

1

1

Size of model (m)

200 x 50

200 x 50

200 x 50

200 x 50

Covariance function

NA

Exponential

Exponential

Exponential

Approximate initial plume size (m)

10

10

10

10

Grid

401 x 407

401 x 407

401 x 407

401 x 407

Cell size, Δx (m)

0.5 x 0.5

0.5 x 0.5

0.5 x 0.5

0.5 x 0.5

Time step, Δt (days)

1

1

1

1

The model parameters and inputs are explained below:

  • The ln K field is a normally distributed random field. Therefore, there is an equal probability of the plume encountering a ‘low’ K zone or a ‘high’ K zone.
  • The heterogeneous conductivity field is uniquely characterized by the following set of statistical parameters: geometric mean (Kg) of K, correlation scale, variance and covariance.
  • The geometric mean, ln K and correlation scale are constant for all cases.
  • The covariance function for all cases is exponential.
  • The covariance function for cases 2, 3 and 4 is exponential.
  • The interactions between n and K are characterized by a coefficient of variation and the type of correlation.
  • The cell size, Δx, is selected such that the correlation scale, λ, is resolved; typically, Δx is at least 3 to 4 times smaller than the correlation scale.
  • The time step, Δt, is selected such that a particle of the plume travels a distance that is less than λ in one time step.

Download model (To download, right click and select "Save Link As" )

INTERACTIONS BETWEEN CONDUCTIVITY AND POROSITY HETEROGENEITIES

Problem Statement

This video demonstrates the impact of interactions between conductivity and porosity heterogeneities on the spreading of a conservative solute plume. The modeling domain consists of constant head boundaries on the left and right extremes, and no-flow boundaries at the top and bottom. Details are provided in Table 1.3.

 Key Observations

The following observations can be made from the video:

  • Interaction between conductivity ( K ) and porosity ( n ) heterogeneities has a significant impact on plume spreading.
  • In most situations n is positively correlated with K , which results in less plume spreading compared to when there is no heterogeneity in n .
  • When n is negatively correlated with K , plume spreading is greater compared to when there is no heterogeneity in n .
  • When n and K are independent of each other, plume spreading is less than case 1, although in general, this might not be the case.

 Additional Observations

Case 1: Even though K varies continuously over space, n remains constant throughout the field. This is not a commonly encountered situation. In the absence of sufficient data, n is assumed to be constant throughout the field.

Case 2: In a more common situation, n interacts positively with K . When n increases, the seepage velocity decreases. The seepage velocity is given by q/n , where q is the Darcy velocity. When n increases, the seepage velocity decreases, resulting in less plume spreading. Hence, the plume spreads lesser than in case 1.

Case 3: In this case, n interacts negatively with K . This means that n decreases when K increases. This relatively uncommon situation results in enhanced spreading of the plume. The eventual size of the plume is greater in comparison to case 1.

Case 4: When n varies with no relationship to K , velocity variability is random. The plume spreading is dependent on ln n realization.

Giving n a single value ignores the variability, resulting in increasing or reducing plume spreading. The video shows that the effect on plume spreading is significant.

The video shows only the variation of K over space. The variation of n over space is shown below. Notice that, even though the cases look very different from each other, the head contours are the same. The head is dependent only on K . Since the ln K realization is the same for all cases, the head contours are identical.

 

  • Home
    • Overview
    • MAGNET Modeling Features
  • MAGNET Network
    • Global Modeling Platform
    • Global Model Network
    • Global User Network
  • Library
    • Research Videos >
      • Real world heterogeneity
      • Random Field Representation
      • Effects of Spatial Heterogeneity
      • Effects of Temporal Variability
      • Effects of Interacting Heterogeneity
      • Effects of Multiscale Heterogeneity
      • Macridispersion Models
      • Monte Carlo Simulations
      • Transport in Complex Aquifers
      • Transport in Fractured Tills
    • Education Videos >
      • Regional Vertical Circulation
      • Seepage Under Dams
      • Aquifer Response to Pumping
      • Law of Refraction
      • FLow in Anisotropic Aquifers
      • Wellhead ​Delineation
      • Connection with Surface Water
      • Stream Aquifer Interaction
      • Artificial Recharge
      • Groundwater Contamination
      • Transport Processes
      • Groundwater Remediation
    • MAGNET USER REFERENCE >
      • Magnet Quick Tutorials
      • Magnet User Manual
    • IGW USER REFERENCE >
      • IGW2D References
      • IGW2D Example Problems
      • IGW3D User Manual
      • IGW3D Tutorials
      • IGW3D Reference Manual
    • IGW Verification >
      • Comparison with Analytical Solutions
      • Comparison with MODFLOW
      • Comparison with Field Observations
    • MGMT USER REFERENCE >
      • MGMT User Manual
      • MGMT Tutorials
    • MGMT Verification
    • Research Publications
    • Inquiry-based Learning
    • Real World Case Studies >
      • Gallery A
      • Gallery B
    • Published MAGNET NETWORK Models
  • Services
    • Advertising with Us
  • Support
    • MAGNET Account >
      • Sign Up
      • Edit Account
    • Frequently asked questions
    • MAGNET Discussion Forum
    • Live Chat
    • Terms & Privacy
    • Contact
    • Meet the Team
  • Career
    • Job Opening