Physical Address
304 North Cardinal St.
Dorchester Center, MA 02124
Physical Address
304 North Cardinal St.
Dorchester Center, MA 02124
ASTM D5719-13 outlines a standardized methodology for utilizing groundwater flow modeling codes to simulate the movement of air in the subsurface. This approach is valid because the governing differential equations for groundwater flow and subsurface airflow are mathematically analogous. By carefully substituting equivalent terms, modelers can leverage existing, robust groundwater codes for vadose zone and soil vapor investigations.
This standard is formally designated as the “Standard Guide for Simulation of Subsurface Airflow Using Groundwater Flow Modeling Codes.” Its primary scope is to illustrate the major steps in developing an airflow model using an existing groundwater code. It is critical to note that the guide does not recommend a specific model code, as the techniques require modification to model input, not the code itself (Section 1.2).
The standard serves as one of a series on groundwater model applications (alongside Guides D5447 and D5490) and must be used in conjunction with Guide D5447 for site-specific applications. The values stated in SI units are to be regarded as the standard for all parameters discussed.
The core principle of D5719-13 revolves around the mathematical similarity between Darcy’s law for groundwater and analogous gas flow equations. The standard provides the specific mapping of variables required to adapt a groundwater code to simulate air. The following symbols from the standard are essential for this transformation:
| 🟦 Symbol | 📏 Description | 🎯 Standard SI Unit |
|---|---|---|
| h | Air-phase or water phase head | cm |
| k | Air phase permeability | cm² |
| K | Hydraulic conductivity | cm/s |
| P | Air phase pressure | g/cm-s² |
| A | Cross-sectional area of cell | cm² |
| g | Acceleration due to gravity | cm/s² |
For example, air phase permeability (k) and hydraulic conductivity (K) serve analogous roles, allowing the model to compute equivalent pressures and fluxes. After simulation, the model output is transformed back into airflow terms.
Implementing this guide requires the user to define the airflow problem using the groundwater code’s native input structure, substituting the variables from the analogy. Boundary conditions must be translated to equivalent groundwater terms (e.g., a gas extraction well becomes a specified head or flux boundary).
Effective use of this standard depends on a suite of supporting ASTM standards:
| 📄 Designation | 📌 Title | ⚡ Relevance |
|---|---|---|
| D653 | Terminology Relating to Soil, Rock, and Contained Fluids | Provides standard definitions for general technical terms. |
| D5447 | Guide for Application of a Groundwater Flow Model to a Site-Specific Problem | Must be used in conjunction with D5719 for site workflow. |
| D5490 | Guide for Comparing Groundwater Flow Model Simulations to Site-Specific Information | Outlines methods for calibrating and validating model results. |
The approximation is possible because the form of the groundwater flow equations is mathematically similar in form to the airflow equations (Section 1.1). By replacing airflow variables with equivalent groundwater terms, the existing code can solve the analogous problem.
No. As clearly stated in Section 1.2, the techniques require modification to model input and not to the code itself. This makes the methodology universally applicable to most groundwater flow modeling codes.
The values stated in SI units are to be regarded as standard (Section 1.5). This includes centimeters (cm) for length, grams (g) for mass, and seconds (s) for time, as demonstrated in the symbol definitions in Section 3.2.
No. The standard states it is “not intended to be all inclusive” (Section 1.3). Other techniques, including more complex variably saturated groundwater flow modeling codes, may be more applicable to near-surface or highly transient gas flow conditions.