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Reference
Endpoint:
activated sludge respiration inhibition testing
Type of information:
experimental study
Adequacy of study:
key study
Reliability:
1 (reliable without restriction)
Rationale for reliability incl. deficiencies:
guideline study
Qualifier:
according to guideline
Guideline:
OECD Guideline 209 (Activated Sludge, Respiration Inhibition Test
GLP compliance:
yes (incl. QA statement)
Analytical monitoring:
no
Vehicle:
no
Details on test solutions:
PREPARATION AND APPLICATION OF TEST SOLUTION (especially for difficult test substances)
- Method: The test item was added to about 130 mL deionized water and stirred overnight before testing (equilibration phase).
Test organisms (species):
activated sludge, domestic
Details on inoculum:
- Laboratory culture: no, aeration tank of a domestic sewage treatment plant (Municipal STP Cologne-Stammheim)
- Pretreatment: aeration of the activated sludge. daily fed with synthetic medium
Test type:
static
Water media type:
freshwater
Limit test:
no
Total exposure duration:
3 h
Test temperature:
20 ± 2° C
pH:
7.5
Nominal and measured concentrations:
Nominal test concentrations (mg/L) : 10, 100, 1000 (Test item concentration in physico-chemical oxygen consumption control (mg/L) : 1000)
Details on test conditions:
TEST SYSTEM
- Test vessel: Erlenmeyer flasks
- No. of vessels per concentration (replicates): 1
- No. of vessels per control (replicates): 2

OTHER TEST CONDITIONS
- Type of application : direct weighing into Erlenmeyer flasks (incubation vessel)
- Test concentration of the activated sludge : 960 mg/L suspended solids
- Test temperature : 20 ± 2° C
- Stirring period of test item before start of incubation time : 16 hours
- Incubation time : 3 hours with permanent aeration


TEST MEDIUM / WATER PARAMETERS
Synthetic sewage feed : A synthetic sewage feed is made by dissolving
the following amounts of substance in 1 litre of
water.
- 16.0 g peptone
- 11.0 g meat extract
- 3.0 g urea
- 0.7 g NaCl
- 0.4 g CaCl2 · 2H2O
- 0.2 g MgSO4 · 7H2O
- 2.8 g K2HPO4
pH of the synthetic sewage feed : 7.5 ± 0.5


EFFECT PARAMETERS MEASURED: Respiration rate
Reference substance (positive control):
yes
Remarks:
3.5-dichlorophenol
Duration:
3 h
Dose descriptor:
EC50
Effect conc.:
> 1 000 mg/L
Nominal / measured:
nominal
Conc. based on:
act. ingr.
Basis for effect:
inhibition of total respiration
Remarks:
respiration rate
Duration:
3 h
Dose descriptor:
NOEC
Effect conc.:
>= 100 mg/L
Nominal / measured:
nominal
Conc. based on:
act. ingr.
Basis for effect:
inhibition of total respiration
Remarks:
respiration rate

Oxygen content temperature, and pH values during exposure phase (test item):

 

Test

concen-tration [mg/L]

O2start [mg O2/L]

O2end [mg O2/L]

Time (start-end)

[min.]

Temp.

[°C]

pH

Test item

10

4.5

2.8

4

19.4

7.7

 

100

4.7

2.7

5

19.3

7.7

 

1000

4.7

2.6

6

19.3

7.7

Control 1

 

5.3

2.9

6

19.3

7.9

Control 2

 

5.4

2.6

7

19.3

7.9

Physico-chemical oxygen consumption control

1000

7.0

7,0

9

19.5

7.3

Results for test item:

Test concentration

Respiratory ratetest item

Phys.-chem. O2consumption

Respiratory rate - phys.-chem. O2consumption

Inhibition

[mg/L]

[mg/Lh]

[mg/Lh]

[mg/Lh]

[%]

10

25.5

*0.0

25.5

0.0

100

24.0

*0.0

24.0

0.0

1000

21.0

 0.0

21.0

12.5

Control. mean

24.0

 

 

 

Control 1

24.0

 

 

 

Control 2

24.0

 

 

 

AE 1170437 TECHNICAL showed 12.5 % respiration inhibition of activated sludge at a test item concentration of 1000 mg/L.

EC50 > 1000 mg/L

Description of key information

The inhibition of the degradation activity of activated sludge is not anticipated. 

Key value for chemical safety assessment

EC10 or NOEC for microorganisms:
1 000 mg/L

Additional information

The respiration inhibition of the substance was tested in an OECD Guideline 209 -Activated Sludge, Respiration Inhibition Test.

The 3h EC50 and EC20 of the test item for respiratory inhibition of activated sludge fed with synthetic sewage was > 1000 mg/L. The test item is therefore of low-toxic to activated sludge microorganisms and the inhibition of the degradation activity of activated sludge is not anticipated.