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EC number: 222-492-8 | CAS number: 3495-36-1
- Life Cycle description
- Uses advised against
- Endpoint summary
- Appearance / physical state / colour
- Melting point / freezing point
- Boiling point
- Density
- Particle size distribution (Granulometry)
- Vapour pressure
- Partition coefficient
- Water solubility
- Solubility in organic solvents / fat solubility
- Surface tension
- Flash point
- Auto flammability
- Flammability
- Explosiveness
- Oxidising properties
- Oxidation reduction potential
- Stability in organic solvents and identity of relevant degradation products
- Storage stability and reactivity towards container material
- Stability: thermal, sunlight, metals
- pH
- Dissociation constant
- Viscosity
- Additional physico-chemical information
- Additional physico-chemical properties of nanomaterials
- Nanomaterial agglomeration / aggregation
- Nanomaterial crystalline phase
- Nanomaterial crystallite and grain size
- Nanomaterial aspect ratio / shape
- Nanomaterial specific surface area
- Nanomaterial Zeta potential
- Nanomaterial surface chemistry
- Nanomaterial dustiness
- Nanomaterial porosity
- Nanomaterial pour density
- Nanomaterial photocatalytic activity
- Nanomaterial radical formation potential
- Nanomaterial catalytic activity
- Endpoint summary
- Stability
- Biodegradation
- Bioaccumulation
- Transport and distribution
- Environmental data
- Additional information on environmental fate and behaviour
- Ecotoxicological Summary
- Aquatic toxicity
- Endpoint summary
- Short-term toxicity to fish
- Long-term toxicity to fish
- Short-term toxicity to aquatic invertebrates
- Long-term toxicity to aquatic invertebrates
- Toxicity to aquatic algae and cyanobacteria
- Toxicity to aquatic plants other than algae
- Toxicity to microorganisms
- Endocrine disrupter testing in aquatic vertebrates – in vivo
- Toxicity to other aquatic organisms
- Sediment toxicity
- Terrestrial toxicity
- Biological effects monitoring
- Biotransformation and kinetics
- Additional ecotoxological information
- Toxicological Summary
- Toxicokinetics, metabolism and distribution
- Acute Toxicity
- Irritation / corrosion
- Sensitisation
- Repeated dose toxicity
- Genetic toxicity
- Carcinogenicity
- Toxicity to reproduction
- Specific investigations
- Exposure related observations in humans
- Toxic effects on livestock and pets
- Additional toxicological data
Adsorption / desorption
Administrative data
Link to relevant study record(s)
- Endpoint:
- adsorption / desorption: screening
- Type of information:
- experimental study
- Adequacy of study:
- key study
- Study period:
- 1998
- Reliability:
- 1 (reliable without restriction)
- Rationale for reliability incl. deficiencies:
- guideline study
- Reason / purpose for cross-reference:
- reference to other study
- Qualifier:
- according to guideline
- Guideline:
- OECD Guideline 106 (Adsorption - Desorption Using a Batch Equilibrium Method)
- Deviations:
- no
- GLP compliance:
- not specified
- Type of method:
- batch equilibrium method
- Media:
- soil
- Radiolabelling:
- not specified
- Test temperature:
- Room temperature
- Details on study design: HPLC method:
- Not applicable
- Analytical monitoring:
- yes
- Details on sampling:
- Preliminary study
- Concentrations: 100 mg/L Formate
- Sampling interval: 24 h
- Sample storage before analysis: Stored under refrigeration (4 °C) prior to analysis to minimise biodegradation
Adsorption Equilibrium
- Concentrations: 250, 500, 750 and 1000 mg/L Formate
- Sampling interval: 48 h
- Sample storage before analysis: Stored under refrigeration (4 °C) prior to analysis to minimise biodegradation
Adsorption Isotherm
- Concentrations: For soil 98104 and soil 98108, target conc. was 100 mg/L Formate
For soil 98107, target conc. was 300 mg/L Formate
- Sampling interval: 4, 8, 12, 24 and 48 h
- Sample storage before analysis: Stored under refrigeration (4 °C) prior to analysis to minimise biodegradation - Details on matrix:
- #1. Soil 98104 (Normandin)
COLLECTION AND STORAGE
- Geographic location: Perryville, Maricopa County, Arizona
PROPERTIES
- Soil texture
- % clay: 2.0-32.0 (13.0)
- Soil taxonomic classification: USDA soil taxonomy
- Soil series: Laveen loam (Coarse-loamy, mixed,superactive, hyperthermic Typic Haplocalcids)
- Soil order: Aridisol
- pH: 7.56-7.95 (7.70)
- Organic carbon (%): 0.08-2.1 (0.79)
- CEC (meq/100 g): 4.6-27.6 (8.7)
- Moisture at 1/3 atm (%): 1.43 % (dry weight basis)
#2. Soil 98107 (Tangent)
COLLECTION AND STORAGE
- Geographic location: Adair Village, in Marion County, Oregon
- Sampling depth (cm): 0-6 inch
PROPERTIES
- Soil texture
- % clay: 5.0-54.0 (33.0)
- Soil taxonomic classification: USDA soil taxonomy
- Soil series: Jory silty clay loam (Fine, mixed, active, mesic Xeric Palehumults)
- Soil order: Ultisol
- pH: 4.42-7.38 (4.70)
- Organic carbon (%): 0.90-3.2 (1.95)
- CEC (meq/100 g): 8.1-94.3 (26.2)
- Moisture at 1/3 atm (%): 7.54 %
#3. Soil 98108 (Bonanza)
COLLECTION AND STORAGE
- Geographic location: Clarkedale, Arkansas
PROPERTIES
- Soil texture
- % clay: 1.0-28.0 (8.8)
- Soil taxonomic classification: USDA soil taxonomy
- Soil series: Dundee silt loam (Fine-silty, mixed, thermic Aeric Ochraqualf)
- Soil order: Alfisol
- pH: 4.84-6.56 (6.26)
- Organic carbon (%): 0.52-1.8 (0.70)
- CEC (meq/100 g): 3.4-77.3 (7.7)
- Moisture at 1/3 atm (%): 0.94 %
Note: Values in brackets are median values - Details on test conditions:
- TEST SYSTEM
- Type, size and further details on reaction vessel: 80 mL PET vials with snap caps
- Water filtered (i.e. yes/no; type of size of filter used, if any): No data
- Amount of soil/sediment/sludge and water per treatment (if simulation test): 8 g
- Soil/sediment/sludge-water ratio (if simulation test): 1:5
- Number of reaction vessels/concentration: 10
- Measuring equipment: HPLC
- Method of preparation of test solution:
Air-dried soil samples (8 g dry equivalent) were equilibrated by shaking with about 36 mL of 0.01 M CaCl2 solution (less moisture content) for 12 h. Then 4 mL of stock solution (1000 mg/L Formate) was added to the test vials and the mixture was further agitated for 24 h.
- Are the residues from the adsorption phase used for desorption: Yes - Sample No.:
- #1
- Duration:
- 48 h
- Initial conc. measured:
- ca. 100 other: mg/L
- Sample No.:
- #2
- Duration:
- 48 h
- Initial conc. measured:
- ca. 300 other: mg/L
- Sample No.:
- #3
- Duration:
- 48 h
- Initial conc. measured:
- ca. 100 other: mg/L
- Computational methods:
- Included in the next section
- Key result
- Type:
- Koc
- Value:
- >= 71.28 - <= 870.43 dimensionless
- Key result
- Type:
- log Koc
- Value:
- >= 1.858 - <= 2.939 dimensionless
- Details on results (HPLC method):
- Not applicable
- Adsorption and desorption constants:
- Preliminary coefficients
Adsorption coefficients were 4.83, 1.45 and 5.97 mLg-3, respectively, for samples 1, 2 and 3
Adsorption Isotherm
Adsorption coefficients for sample no. 1 is 2224.8 and for sample no. 2 is 374.9.
No determination of desorption constants was made. - Recovery of test material:
- Recovery was not done
- Concentration of test substance at end of adsorption equilibration period:
- Presented as table in remarks section
- Concentration of test substance at end of desorption equilibration period:
- Not applicable as Formate could not be recovered from the adsorbed soil samples either by CaCl2 or by HCl.
- Sample no.:
- #1
- Duration:
- 24 h
- % Adsorption:
- ca. 49.12
- Sample no.:
- #2
- Duration:
- 24 h
- % Adsorption:
- ca. 22.64
- Sample no.:
- #3
- Duration:
- 24 h
- % Adsorption:
- ca. 54.41
- Sample no.:
- #1
- Duration:
- 48 h
- % Adsorption:
- ca. 83.58
- Sample no.:
- #2
- Duration:
- 48 h
- % Adsorption:
- ca. 29.14
- Sample no.:
- #3
- Duration:
- 48 h
- % Adsorption:
- ca. 100
- Transformation products:
- no
- Details on results (Batch equilibrium method):
- PRELIMINARY TEST
- Sample purity:
- Weighed soil: 8 g
- Volume of CaCl2 solution: 36 mL
- Initial test substance concentration: 1000 mg/L
- Test substance concentration in final solution: 100 mg/L
- Analytical test substance concentration in final solution: No data
MAIN TEST: PERFORMANCE
- Test material stability during adsorption/desorption phase: Test material was stable throughout study
- Experimental conditions maintained throughout the study: Yes
- Buffer/test substance interactions affecting sorption: No
- Further chemical interactions: None
- Buffer-catalyzed degradation of test substance: No
- Anomalies or problems encountered (if yes): None - Statistics:
- Not applicable
- Validity criteria fulfilled:
- not specified
- Conclusions:
- Under the study conditions the adsorption coefficients for the three samples in screening test ranged between 71.28 and 870.43 and the corresponding log Koc value ranged between 1.85 and 2.93. The adsorption coefficients in advanced test for sample no. 1 and 2 were calculated to be 2224.8 and 374.9 respectively.
- Executive summary:
A study was conducted to determine the adsorption/desorption of the test substance solution in soil samples according to OECD Guideline 106. A preliminary screening adsorption test was performed with three different soil samples. The soil samples were agitated with CaCl2 solution and then with test solution (at 100 mg/L) in 80 mL PET vials for 24 h. In the next phase, determination of adsorption equilibrium was performed by agitation of the soil samples with CaCl2 and test solution (at 100 and 300 mg/L) for 4, 8, 12, 24 and 48 h. The final phase of determining adsorption isotherm was performed by agitation of the soil samples with CaCl2 and test solution (at 250, 500, 750 and 1000 mg/L) for 48 h. All samples were centrifuged immediately after agitation period and the supernatant were analysed for formate in HPLC. Both the screening test and the advance adsorption test clearly indicated that formate was adsorbed by the soils used. It is possible that the adsorbed formate then undergoes biodegradation, resulting in no recovery by either CaCl2or HCl. Further tests could be conducted to investigate this possibility by using sterilized soils. Under the study conditions the adsorption coefficients for the three samples in screening test ranged between 71.28 and 870.43 and the corresponding log Koc value ranged between 1.85 and 2.93. The adsorption coefficients in advanced test for sample no. 1 and 2 were calculated to be 2224.8 and 374.9, respectively (Gibb, 1998).
Reference
A. Screening Test: Adsorption
Percent adsorption of formate during the 24 h agitation period was 49 %, 23 %, and 54 %, respectively, for soil sample numbers 1, 2 and 3. The corresponding adsorption coefficients were 4.83, 1.45 and 5.97 mLg-3, respectively, for soil sample numbers 1, 2 and 3.
Soil ID |
Test |
Total Formate Remaining in Solution (mg/L formic acid) |
Adsorption % |
Adsorption Coefficient |
|
K' mLg-3 |
K'oc mLg-3 |
||||
1 |
Blank |
10* |
- |
- |
- |
1 |
69.2 |
49.12 |
4.83 |
610.96 |
|
2 |
69.2 |
49.12 |
4.83 |
610.96 |
|
Control |
136 |
- |
- |
- |
|
Mean |
- |
49.12 |
4.83 |
610.96 |
|
2 |
Blank |
1 |
- |
- |
- |
1 |
316 |
23.49 |
1.53 |
78.71 |
|
2 |
324 |
21.55 |
1.37 |
71.28 |
|
Control |
413 |
- |
- |
- |
|
Mean |
- |
22.52 |
1.45 |
74.57 |
|
3 |
Blank |
10* |
- |
- |
- |
1 |
62.7 |
53.90 |
5.85 |
835.04 |
|
2 |
61.3 |
54.93 |
6.09 |
870.43 |
|
Control |
136 |
- |
- |
- |
|
Mean |
- |
54.41 |
5.97 |
852.73 |
B. Advanced Test: Adsorption Equilibrium
Percent adsorption increased with increasing agitation time for soil no. 1 and soil no. 3 whereas it remains constant for soil no.2.
Soil ID |
Test |
Agitation Time, h |
|||||
4 |
8 |
12 |
24 |
48 |
|||
1 |
Formate Conc. in Solution mg/L |
Control |
132 |
130 |
132 |
136 |
137 |
Blank |
10* |
10* |
10* |
10* |
10* |
||
1 |
121 |
99 |
96 |
69.2 |
24 |
||
2 |
112 |
105 |
101 |
69.2 |
21 |
||
% Adsorption |
11.74 |
21.54 |
25.38 |
49.12 |
83.58 |
||
2 |
Formate Conc. In Solution mg/L |
Control |
408 |
413 |
413 |
413 |
429 |
Blank |
1 |
1 |
2 |
1 |
1 |
||
1 |
304 |
311 |
302 |
316 |
295 |
||
2 |
313 |
302 |
315 |
323 |
313 |
||
% Adsorption |
24.39 |
25.79 |
24.82 |
22.64 |
29.14 |
||
3 |
Formate Conc. In Solution mg/L |
Control |
132 |
130 |
132 |
136 |
137 |
Blank |
10* |
10* |
10* |
10* |
10* |
||
1 |
127 |
110 |
98 |
62.7 |
10* |
||
2 |
129 |
104 |
101 |
61.3 |
10* |
||
% Adsorption |
3.03 |
17.69 |
24.62 |
54.41 |
100.00 |
* denotes higher than reported detection limit due to interference
C. Advanced Test: Adsorption Isotherm
Adsorption by soil no.1 decreased with increasing Formate concentrations, whereas the adsorption by soil no. 2 increased with increasing Formate concentrations. Adsorption by soil no. 3 reached a maximum at target 500 mg/L Formate, and then decreased with increasing Formate concentrations.
The adsorption coefficients were calculated to be 2224.8 for soil no. 1 and 374.9 for soil no. 2.
Description of key information
Key value for chemical safety assessment
- Koc at 20 °C:
- 374.9
Additional information
A study was conducted to determine the adsorption/desorption of the test substance solution in soil samples according to OECD Guideline 106. A preliminary screening adsorption test was performed with three different soil samples. The soil samples were agitated with CaCl2 solution and then with test solution (at 100 mg/L) in 80 mL PET vials for 24 h. In the next phase, determination of adsorption equilibrium was performed by agitation of the soil samples with CaCl2 and test solution (at 100 and 300 mg/L) for 4, 8, 12, 24 and 48 h. The final phase of determining adsorption isotherm was performed by agitation of the soil samples with CaCl2 and test solution (at 250, 500, 750 and 1000 mg/L) for 48 h. All samples were centrifuged immediately after agitation period and the supernatant were analysed for formate in HPLC. Both the screening test and the advance adsorption test clearly indicated that formate was adsorbed by the soils used. It is possible that the adsorbed formate then undergoes biodegradation, resulting in no recovery by either CaCl2or HCl. Further tests could be conducted to investigate this possibility by using sterilized soils. Under the study conditions the adsorption coefficients for the three samples in screening test ranged between 71.28 and 870.43 and the corresponding log Koc value ranged between 1.85 and 2.93. The adsorption coefficients in advanced test for sample no. 1 and 2 were calculated to be 2224.8 and 374.9, respectively (Gibb, 1998).
[LogKoc: 2.93]
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