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Diss Factsheets
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EC number: 400-390-6 | CAS number: 87787-67-5 FLEXSORB-SE
- 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
- Type of information:
- (Q)SAR
- Adequacy of study:
- supporting study
- Study period:
- Not applicable.
- Reliability:
- 2 (reliable with restrictions)
- Rationale for reliability incl. deficiencies:
- other: EPI Suite is a reliable QSAR established by the EPA for analysis of certain environmental end points.
- Justification for type of information:
- QSAR prediction: migrated from IUCLID 5.6
- Qualifier:
- no guideline required
- Principles of method if other than guideline:
- The Koc of the substance was predicted using EPI Suite v3.20 program.
- GLP compliance:
- no
- Type:
- log Koc
- Value:
- 1
- Details on results (HPLC method):
- A QSAR prediction using EPI Suite v3.20 estimated the Log Koc to be 1.
- Validity criteria fulfilled:
- not applicable
- Conclusions:
- A QSAR prediction using EPI Suite v3.20 estimated the Log Koc to be 1.
- Endpoint:
- adsorption / desorption: screening
- Type of information:
- experimental study
- Adequacy of study:
- key study
- Study period:
- 04 July to 05 July 2001
- Reliability:
- 1 (reliable without restriction)
- Rationale for reliability incl. deficiencies:
- other: Study conducted to GLP and in compliance with agreed protocols, with no or minor deviations from standard test guidelines and/or minor methodological deficiencies, which do not effect the quality of the relevant results.
- Qualifier:
- according to guideline
- Guideline:
- OECD Guideline 121 (Estimation of the Adsorption Coefficient (Koc) on Soil and on Sewage Sludge using High Performance Liquid Chromatography (HPLC))
- Deviations:
- no
- GLP compliance:
- yes
- Type of method:
- HPLC estimation method
- Media:
- soil/sewage sludge
- Radiolabelling:
- no
- Test temperature:
- Column temperature: 19ºC (+/- 1ºC)
- Details on study design: HPLC method:
- Sample preparation:
Mobile phase buffered to pH 7.0
The test material was dispersed in pH7 buffered mobile phase and injected in duplicate (99.1 mg in 10 ml). The quantities injected were 198.2 μg.
EQUIPMENT
Instrumentation:
HPLC pump: Perkin Elmer series 200 Quaternary pump
Detectors: Perlcin Elmer 785A UVIVIS @225nm (channel A)
Perkin Elmer LC25 Refractive Index (RI) (channel B)
Interface box: PE Nelson 950A
Computer: Compuadd e series Pl20
Software: PE Nelson Turbochrom , Version 4.1 <2FI2>
Injector: Perlcin Elmer Series 200 autosampler
HPLC conditions:
Mobile phase: 55:45 Methanol:aqueous buffer (pH 7.0)
Flow rate: 1 ml/min
UV detectors: 1.0V/AU
Injection volume: 20 μl (standard) and 20 μl (sample and blank)
Analytical column: Hypersil CP5, 5μ, 25cm
Guard column: Not used
Column heater: Not used
Column temperature: 19ºC (laboratory air conditioning).
DETERMINATION OF DEAD TIME
The system dead time (t0) is the average retention time of a non-retained material. The dead time is taken as the retention time of the sodium nitrate peak (or the solvent front when the sodium nitrate and solvent coelute).
REFERENCE SUBSTANCES
- Identity: phenol, atrazine, naphthalene, 1,2,3-trichlorobenzene, dichlofop-methyl, DDT, sodium nitrate (t0)
DETERMINATION OF RETENTION TIMES
Retention time of the sodium nitrate peak (or the solvent front when the sodium nitrate and solvent coelute).
EVALUATION
- Calculation of capacity factors k':
The adsorption coefficient is derived from the capacity factor k, given by the expression:
k = tR - t0 / t0
Where tR is the retention time of the test material (or a component) and t0 is the dead-time.
Calibration graphs are generated for log k against log Koc, (the adsorption coefficient), for the reference compounds.
The HPLC method enables adsorption coefficients to be estimated in the log Koc, range between 1.5 and 5.0. - Type:
- log Koc
- Value:
- 0 - 4.28
- Details on results (HPLC method):
- The pKa value was not known for the test substance, therefore the analysis was perfonned at pH 7.0.
Eight peaks were detected UV detection at 225nm and one with RI detection. The log Koc, values range from <0.0 to 4.28.
The large negative peak noted in the UV chromatogram, for the test substance, was found to be reproducible and has been included in the report. A negative peak is generated when a component has less absorbance than the mobile phase.
The test substance was scanned between 190 and 350nrn. A λ max was noted at 225nm
The peak for DDT in the attached RI chromatogram was missing. This is due to the fact that it was not wholly soluble under the conditions of the mixed standard. Preliminary work with the standards individually prepared gave better chromatography and confirmation of peak identity.
See attached background results for results tables and chromatograms. - Validity criteria fulfilled:
- yes
- Conclusions:
- The log Koc values range from <0.0 to 4.28.
- Executive summary:
This report contains a description of the methods used and the results obtained during a study to evaluate the Adsorption Coefficient(s) of thetest substance.
This experimental method uses HPLC for the estimation of the adsorption coefficient Koc, in soil and sewage sludge (following OECD guideline 121).
The pKa value was not known for the test substance, therefore the analysis was perfonned at pH 7.0.
Eight peaks were detected UV detection at 225nm and one with RI detection. The log Koc, values range from <0.0 to 4.28.
Referenceopen allclose all
Description of key information
Key Study: Log Koc = 0-4.28 (Drake, 2001); OECD 121
Key value for chemical safety assessment
- Koc at 20 °C:
- 21.88
Additional information
In a study conducted in accordance with OECD Guideline 121 (Estimation of the Adsorption Coefficient (Koc) on Soil and Sewage Sludge), multiple peaks were observed in test chromatograam produced in the study, many of which are considered insignificant to the test item (i.e. <1 % of overall peak area). Thus the given range of Koc reported in Drake (2001) is perhaps misleading with respect to the potential adsorption of the sub stance to soil and sewage sludge. The major peaks in this study occured at 3.3, 3.5 and 3.9 minutes, indicating a log Koc range of -0.5 to 1.34 which is more representative of the substance tested. Therefore a Koc of 21.88 and a log Koc of 1.34 have been presented as values for use in the chemical safety assessment.
[LogKoc: 1.34]
[LogKoc: 1.34]
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