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EC number: 235-406-9 | CAS number: 12220-06-3
- 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
Toxicity to microorganisms
Administrative data
Link to relevant study record(s)
- Endpoint:
- activated sludge respiration inhibition testing
- Type of information:
- experimental study
- Adequacy of study:
- key study
- Study period:
- November 15th, 2000
- Reliability:
- 1 (reliable without restriction)
- Rationale for reliability incl. deficiencies:
- test procedure in accordance with generally accepted scientific standards and described in sufficient detail
- Remarks:
- The study described was conducted in accordance with SN EN 45001.
- Qualifier:
- according to guideline
- Guideline:
- OECD Guideline 209 (Activated Sludge, Respiration Inhibition Test
- Version / remarks:
- adopted on 4 April 1984
- GLP compliance:
- no
- Analytical monitoring:
- no
- Vehicle:
- no
- Details on test solutions:
- Final test concentrations were prepared with test medium by dilution of stock solutions of the test substance.
- Test organisms (species):
- activated sludge of a predominantly domestic sewage
- Details on inoculum:
- - Inoculum: activated sludge from the aeration tank of a municipal biological waste water treatment plant, not adapted, not pre-conditioned.
- Source: ARA Werdhölzli, CH-80 48 Zürich(15 November 2000; 9.30 a.m.)
- Pretreatment: the activated sludge was used immediately after sampling from the treatment plant without adaptation. lf the sludge was used on the following day, 50 ml of the synthetic sewage concentratewere added per liter of activated sludge and the sludge aerated overnight.
- Preparation of inoculum for exposure: prior to the test, the sludge was washed twice with tap water.
- Initial biomass concentration: 1.6 g/l dry matter in the final mixture. - Test type:
- static
- Water media type:
- freshwater
- Limit test:
- no
- Total exposure duration:
- 3 h
- Test temperature:
- 22 ± 0.5 °C
- pH:
- Whitin an acceptable range.
- Nominal and measured concentrations:
- 62.5, 125, 250, 500, 1000, 2000 mg/l, nominal
- Details on test conditions:
- TEST SYSTEM
- Test vessel: 1000 ml flasks containing a total volume of test suspension of 500 ml
- Aeration: vessels were aerated by shaking (120 r.p.m.).
- No. of vessels per concentration: one replicate sample (5 test concentrations) contained activated sludge + test medium + test substance.
- No. of vessels per control: two replicate samples contained activated sludge + test medium.
- No. of vessels per reference compound: one replicate sample (3 test concentrations) contained activated sludge + test medium + 3,S-dichlorophenol as reference compound.
- Abiotic control: contained test substance + test medium, but no sludge
TEST MEDIUM / WATER PARAMETERS
- Test medium: synthetic sewage feed prepared with tap water; 16 ml of 100-fold sewage concentrate per 500 ml of final test mixture.
- pH: 7.1 - 7.4
- Conductivitv (20 "C): 510 - 585 µS/cm
- CO3 Hardness: 15.3 - 27.8 °F
- CO3 Hardness after Heyer: 15.2 - 26.9 °F
- Rest Hardness: 2.4 - 4.1 °F
- Total Hardness: 17.7 - 31.9 °F
- KMnO4-consumotion: 1.0 - 1.3 mg/l
- E. Coli (at 44 °C): 0 % ml
- Colony count: 0 % per ml at 20 "C; 0- 5 % per ml at 30 °C.
- Chloride: 7.5 - 12.0 mg/l
- Sulfate: 17.5 - 21.0 mg/l
- Phosphate as PO4-P: <0.002 - 0.038 mg/l
- Ammonia as NH4-N: <0.01 mg/l
- Nitrite as NO2-N: <0.002 mg/l
- Nitrate as NO3-N: 7.0 - 12.0 mg/l
OTHER TEST CONDITIONS
- Adjustment of pH: adjusted to pH 7.5 ± 0.5 with NaOH or H2SO4, if necessary.
EFFECT PARAMETERS MEASURED
Measuring apparatus: 300 ml flat bottom BOD flask; polarographic oxygen electrode, connected to a potentiometric recorder.
The median effective concentration (EC50 value) of the test substance is the calculated or interpolated inhibition value at which the respiration rate is 50 % of that shown by the blank control.
SAMPLING
The first sample (blank control B,) was analyzed 3 h after starting the test followed by the analysis of the test suspensions (T.) at 10-15 min intervals. Finally, the second blank control B, was analyzed. - Reference substance (positive control):
- yes
- Remarks:
- 3,S-dichlorophenol
- Duration:
- 3 h
- Dose descriptor:
- IC50
- Effect conc.:
- > 2 000 mg/L
- Nominal / measured:
- nominal
- Conc. based on:
- test mat.
- Basis for effect:
- inhibition of total respiration
- Remarks:
- respiration rate
- Details on results:
- At the applied test concentrations, the test substance showed no significant toxic effects to the activated sludge. The respiration rates were in the same range as determined for the two blank controls.
The variation between the two controls was ± 0 % - Results with reference substance (positive control):
- The EC50 value of the reference substance 3,S-dichlorophenol was estimated to be 5.0 mg/l thus confirming suitability of activated sludge and test conditions.
- Validity criteria fulfilled:
- yes
- Remarks:
- the two control respiration rates were within 15 % of each other and EC50 (3h) of 3,5-dichlorophenol has been recorded in the accepted range 5 -30 mg/l
- Conclusions:
- IC50 (3h) > 2000 mg/l (nominal)
IC10 (3h) > 2000 mg/l (nominal) - Executive summary:
The inhibitory effect of test item on the oxygen consumption of activated sludge microorganisms of a municipal sewage treatment plant was investigated under aerobic static conditions. The inhibitory effect may include the effect on respiration and nitrification. The exposure time of the test substance on the activated sludge was 3 hours.
The nominal concentrations of test item were 62.5, 125,250,500, 1000 and 2000 mg/l, respectively. These test concentrations were prepared by corresponding dilution of stock solutions of the test substance.
No chemical analysis of test concentrations was conducted. For the calculation of the effective concentration leading to 20, 50, and 80 % respiration inhibition (EC20, EC50, EC80) the nominal content of the test substance was used, assuming the test compound to be stable in water over 3 h.
At the applied test concentrations, the test substance showed no significant toxic effects to the activated sludge. The respiration rates were in the same range as determined for the two blank controls.
Conclusion
IC50 (3h) > 2000 mg/l (nominal)
IC10 (3h) > 2000 mg/l (nominal)
Reference
Activated sludge respiration rates after 3 h of exposure to the test material and calculation of the inhibition.
Nominal concentration (mg/l) |
O2 consumption rates (mg O2/l/h |
Respiration inhibition (%) |
Control 0 | 53.7 | - |
Control 0 | 53.7 | - |
Test item 62.5 | 52.9 | 1.6 |
Test item 125 | 53.4 | 0.6 |
Test item 250 | 53.8 | -0.2 |
Test item 500 | 52.6 | 2.1 |
Test item 1000 | 50.5 | 6.0 |
Test item 2000 | 52.7 | 1.8 |
3,S-dichlorophenol 3 | 33.2 | 38.3 |
3,S-dichlorophenol 10 | 18.1 | 66.3 |
3,S-dichlorophenol 30 | 5.8 | 89.3 |
Description of key information
IC10 (3h) > 2000 mg/l (nominal)
Key value for chemical safety assessment
- EC10 or NOEC for microorganisms:
- 2 000 mg/L
Additional information
The inhibitory effect of test item on the oxygen consumption of activated sludge microorganisms was assayed in two separated studies.
In the key study of municipal sewage from treatment plant was investigated under aerobic static conditions, over a period of 3 hours. The nominal concentrations of test item were 62.5, 125,250,500, 1000 and 2000 mg/l, respectively. The test substance showed no significant toxic effects to the activated sludge and the percentage of respiration inhibition was determined to be 1.6, 0.6, -0.2, 2.1, 6 and 1.8, respectively; the respiration rates were in the same range as determined for the two blank controls, thus the EC10 resulted to be higher than 2000 mg/l (nominal).
The supporting experiment was conducted at 10 and 100 mg/l. During the test, it was noted that aeration caused the test solutions to foam and it was deduced that some of the test article was lost via foam. Under these conditions, the respiration rate of the sludge was slightly inhibited at 3 hours (18.9 %) at the highest concentration of 100 mg/l.
The percentage of inhibition in the second experiment results to be not consistent with the outcomes of the key study: 18.9 % of inhibition was recorded at 100 mg/l, while in the main test the inhibition was in the range of -0.2 - 6.0 % at concentrations between 125 and 2000 mg/l. Based on the available information, the foam observed in the second experiment may be responsible for the outcomes. This supposition can be considered as reliable if it is taken into consideration the consistency of the results obtained in the key study and the fact that 4 higher concentrations were assayed without significant impact (inhibition of less than 10 % of population).
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