Example Data
mibitrans comes with three example data sets. A Table below provides an overview of all flow, transport and reaction parameters of the example data sets. Note that values marked with \(^*\) follow from relating other parameters, e.g. flow velocity from hydraulic conductivity, porosity and hydraulic gradient or linear decay rate from half-life time.
The standard example data set is chosen independent of a specific field site, but with values that reflect typical field settings. Furthermore, we show-case two field site data sets of the Bemidji site and Keesler site reflect settings of specific spill events. Find notebooks for these under Examples.
| Quantity, Symbol (Unit) | Example data | Bemidji site | Keesler site |
|---|---|---|---|
| Hydraulic conductivity, K (m/d) | - | - | 9.5 |
| Hydraulic gradient, i (m/m) | - | - | 0.003 |
| Effective porosity, θ_e (-) | 0.3 | 0.38 | 0.3 |
| Groundwater flow velocity, v (m/d) | 0.1 | 0.06 | 0.095* |
| Longitudinal dispersivity, α_x (m) | 3 | 0.15 | 9.9 |
| Transverse horizontal dispersivity, α_y (m) | 0.02 | 0.015 | 1.0 |
| Transverse vertical dispersivity, α_z (m) | 0.005 | 0.0015 | 0 |
| Soil bulk density, ρ_b (kg/m³) | 1700 | - | 1700 |
| Partition coefficient, K_oc (m³/kg) | 0.053 | - | 0.038 |
| Fraction organic carbon, f_oc (-) | 0.001 | - | 5.7e-5 |
| Retardation coefficient, R (-) | 1.3* | 1 | 1.01* |
| Half-life time (d) | 0.5·365 | ∞* | 0.15·365 |
| Linear decay rate μ (1/d) | 0.0038* | 0 | 0.0127* |
| Source zone concentrations, C₀,i (g/m³) | [10, 4, 0.5] | 6 | [13.7, 2.5, 0.06] |
| Source zone boundaries, Y_i (m) | [5,10,20] | 1 | [2.1, 11.3, 19.8] |
| Source thickness, Z (m) | 2 | 1 | 3.05 |
| Total initial source mass, m_source (g) | ∞ | ∞ | 2e6 |
| Source decay rate γ_s (1/d) | 0* | 0* | 1.67e-3* |
| Available oxygen, C_ΔO₂ (g/m³) | 9 | 8 | 1.65 |
| Available nitrate, C_ΔNO₃⁻ (g/m³) | 6 | 0 | 0.07 |
| Available sulfate, C_ΔSO₄²⁻ (g/m³) | 5 | 0 | 22.4 |
| Iron (II) concentration, C_Fe²⁺ (g/m³) | 8 | 0 | 16.6 |
| Methane concentration, C_CH₄ (g/m³) | 4 | 0 | 6.6 |