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ASTM D5285-03 provides a standard procedure for evaluating the 24-hour batch-type sorption of volatile organic solutes by unconsolidated geologic materials. This method is crucial for screening and ranking the sorption affinity of soils, sediments, and other geomedia in aqueous suspensions, forming a foundational basis for environmental assessment and waste characterization.
This test method describes a procedure for determining the sorption affinity of waste solutes by unconsolidated geologic material in aqueous suspension, including soils, fluvial sediments, and sedimentary deposits. It is intended for screening and providing relative rankings of a large number of samples for their sorption affinity in aqueous leachate/geomedia suspensions. While applicable to all soluble organic constituents, the standard explicitly notes that care must be taken with respect to the stability of constituents and their possible losses from solution by volatilization, microbial degradation, photolysis, or hydrolysis.
It is important to note that this test method may not simulate closely the sorption characteristics that would occur in unperturbed geologic settings or under flow conditions. Values are stated in SI units.
A central concept of this standard is the distribution coefficient, Kd. This is formally defined as the ratio of the concentration of solute sorbed on the soil or other geomedia divided by its concentration in solution. The specific value generated by this test is the 24-hour Kd, evaluated precisely after the designated contact period.
The standard carefully distinguishes the terms used in the test methodology.
| 📏 Term | 📐 Definition (per D5285-03) |
|---|---|
| Solute | Chemical species (e.g., ion, molecules) in solution. |
| Sorbate | Chemical species sorbed by a sorbent. |
| Sorbent | A solid substance that sorbs the solute from solution (e.g., soil, sediment). |
| Sorption | Depletion of an amount of solute initially present in solution by a sorbent. |
Important Discussion on Nonlinearity: The standard highlights that dissimilar Kd values may be obtained for the same solute if different initial solute concentrations are used, depending on the sorption behavior of the solute and the properties of the geomedia (i.e., nonlinear sorption curve). This concentration dependency may be absent where the solute concentrations are sufficiently low.
ASTM D5285-03 relies on several companion standards to ensure compatibility and provide context. These are essential for understanding the full protocol and distinguishing it from related methods.
| 🟦 Standard | 🟩 Title |
|---|---|
| D 653 | Terminology Relating to Soil, Rock, and Contained Fluids |
| D 1129 | Terminology Relating to Water |
| D 1193 | Specification for Reagent Water |
| D 2216 | Laboratory Determination of Water (Moisture) Content of Soil and Rock |
| D 3987 | Shake Extraction of Solid Waste with Water |
| D 4319 | Test Method for Distribution Ratios by the Short-Term Batch Method (for metal solutes) |
| D 4410 | Terminology of Fluvial Sediment |
For example, Test Method D 4319 serves as the companion procedure for determining the sorption of metal solutes, while D5285 specifically addresses measurement of the organic fraction of waste solutes. The specification for reagent water (D 1193) is critical for ensuring the experimental matrix does not introduce interfering variables.
It is designed to determine the 24-hour batch-type sorption affinity of volatile organic waste solutes by unconsolidated geologic material (soils, sediments) in aqueous suspension. It serves as a screening tool to rank the relative sorption affinity of large sample sets.
ASTM D5285 is tailored specifically for measuring the sorption of volatile organic solutes by geomedia. Test Method D 4319 is the companion standard specifically designated for determining sorption distribution ratios for metal solutes.
The standard defines Kd as the ratio of the concentration of solute sorbed on the soil or other geomedia divided by its concentration in solution. The specific value obtained is a 24-hour Kd based on the contact period specified in the test.
Key limitations include that it may not simulate sorption in unperturbed geologic settings or under flow conditions. Additionally, volatile or unstable organic constituents may be lost due to volatilization, hydrolysis, or microbial degradation. The method also notes the potential for non-linear sorption, meaning Kd values can vary depending on the initial solute concentration used in the test.