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The ASTM D2579-93 standard specifies a test method for the determination of Total Organic Carbon (TOC) in a wide range of aqueous matrices, including water, wastewater, brackish waters, and brines. The explicitly stated working range for this procedure is 2 to 200 mg/L.
The core principle involves the homogenization or dilution of the sample, followed by the injection of a micro portion into a heated, catalyzed reaction zone. Within this zone, all carbonaceous matter is oxidized to carbon dioxide (CO₂). A flowing carrier gas transports the CO₂ to a detector, and the resulting peak height on a recorder is directly proportional to the carbon content of the original sample, quantitated against a prepared calibration curve.
It is vital to recognize the physical limitations of the method. Section 1.2 specifies that the procedure is only applicable to carbonaceous matter that can be successfully injected into the reaction zone; particle size is ultimately limited by the syringe needle and injector opening. Sludge and sediment samples must be suspended in water prior to sampling with a micropipet.
Prior to analysis, the water sample must be appropriately prepared through homogenization or dilution. A critical aspect of the procedure is the differentiation between organic and inorganic carbon. Under the high-temperature conditions of the total carbon test, both organic matter and carbonates (e.g., from dissolved CO₂) liberate CO₂.
To isolate the organic fraction, the standard describes a method where a separate aliquot of the sample is injected into a distinct reaction zone heated to a temperature that is insufficient to convert organic matter. This measurement provides the inorganic carbon (IC) content. The Total Organic Carbon (TOC) is then calculated as the difference between the Total Carbon (TC) and the Inorganic Carbon (IC).
Quantitation is achieved by preparing a calibration curve using known carbon content standards. The user is strictly responsible for validating the method for any untested water matrices, as stated in Section 1.5. Safety and health practices must align with established laboratory protocols and any specific hazard statements provided in the standard, specifically Note A3.1.
| 🟦 Parameter | 📏 Specification |
|---|---|
| Analyte | Total Organic Carbon (TOC) |
| Applicable Matrices | Water, Wastewater, Brackish Waters, Brines |
| Determination Range | 2 to 200 mg/L |
| Detection Principle | Catalytic High-Temperature Oxidation / CO₂ Detection |
| Inorganic Carbon (IC) Differentiation | Separate Low-Temperature Reactor Injection |
| Particle Size Limitation | Must pass through syringe needle and injector opening |
For broader context, several alternative ASTM standards exist for carbon analysis in water. The following table summarizes the related methods explicitly referenced in D2579-93.
| 🎯 Related Standard | ⚡ Oxidation / Detection Method | 📐 Key Application Area |
|---|---|---|
| D 4129 | Oxidation / Coulometric Detection | Total and Organic Carbon |
| D 4779 | UV or Persulfate / Infrared Detection | High Purity Water |
| D 4839 | UV or Persulfate / Infrared Detection | Total and Organic Carbon |
The standard explicitly defines the applicable range for TOC as 2 to 200 mg/L. The user is responsible for validating the method for concentrations outside or at the extremes of this range on their specific matrices.
Yes. Section 1.1 of the scope specifically states the method covers “brackish waters and brines” in addition to fresh water and wastewater. Care must be taken regarding the matrix effects of high salt content on the oxidation efficiency and detector calibration.
Inorganic carbon (IC), originating from carbonates, is measured by injecting the sample into a separate reaction zone maintained at a low temperature that specifically prevents the thermal conversion of organic matter. The TOC concentration is then calculated by subtracting the IC value from the Total Carbon (TC) value obtained from the high-temperature injection.
According to Section 1.2, the syringe needle and injector opening size physically limit the maximum particle size that can be successfully introduced into the reaction zone. Samples containing sediment or sludge must be suspended in water before micropipetting to ensure a representative aliquot can be injected.