Registration Dossier

Data platform availability banner - registered substances factsheets

Please be aware that this old REACH registration data factsheet is no longer maintained; it remains frozen as of 19th May 2023.

The new ECHA CHEM database has been released by ECHA, and it now contains all REACH registration data. There are more details on the transition of ECHA's published data to ECHA CHEM here.

Diss Factsheets

Administrative data

Endpoint:
adsorption / desorption: screening
Type of information:
experimental study
Adequacy of study:
key study
Study period:
14 Aug – 11 Sep 2019
Reliability:
2 (reliable with restrictions)
Rationale for reliability incl. deficiencies:
guideline study with acceptable restrictions

Data source

Reference
Reference Type:
study report
Title:
Unnamed
Year:
2019
Report date:
2019

Materials and methods

Test guideline
Qualifier:
according to guideline
Guideline:
OECD Guideline 106 (Adsorption - Desorption Using a Batch Equilibrium Method)
Version / remarks:
2000
GLP compliance:
yes
Remarks:
The test was performed in compliance with the requirements of the Principles of Good Laboratory Practices (GB/T 22278-2008).
Type of method:
batch equilibrium method
Media:
soil

Test material

Constituent 1
Chemical structure
Reference substance name:
2-nitro-4-(trifluoromethyl)benzonitrile
EC Number:
212-298-1
EC Name:
2-nitro-4-(trifluoromethyl)benzonitrile
Cas Number:
778-94-9
Molecular formula:
C8H3F3N2O2
IUPAC Name:
2-nitro-4-(trifluoromethyl)benzonitrile
Radiolabelling:
no

Study design

Batch equilibrium or other method

Analytical monitoring:
yes
Details on sampling:
- Concentrations: Six test substance concentrations (10.0, 20.0, 40.0, 60.0, 80.0, and 100 mg/L) were established for the treatments.
- Sampling interval: Test substance concentrations in the aqueous phase were measured after 48 h.
Matrix propertiesopen allclose all
Matrix no.:
#1
Matrix type:
loam
% Clay:
33.04
% Silt:
61.6
% Sand:
5.36
% Org. carbon:
6.54
pH:
7.28
CEC:
28.87 other: cmol/kg
Matrix no.:
#2
Matrix type:
silty clay
% Clay:
42.24
% Silt:
42.76
% Sand:
15
% Org. carbon:
1.36
pH:
4.6
CEC:
11.53 other: cmol/kg
Matrix no.:
#3
Matrix type:
silty clay loam
% Clay:
6.16
% Silt:
74.08
% Sand:
19.76
% Org. carbon:
5.36
pH:
6.81
CEC:
22.9 other: cmol/kg
Matrix no.:
#4
Matrix type:
silt loam
% Clay:
22.16
% Silt:
38.8
% Sand:
39.04
% Org. carbon:
1.39
pH:
7.84
CEC:
7.08 other: cmol/kg
Matrix no.:
#5
Matrix type:
silt loam
% Clay:
14.84
% Silt:
73.2
% Sand:
11.96
% Org. carbon:
6.85
pH:
7.96
CEC:
22.13 other: cmol/kg
Details on matrix:
COLLECTION AND STORAGE
- Geographic location: Jilin (matrix #1), Jiangxi (matrix #2), Jiangsu (matrix #3), Shandong (matrix #4), and Gansu (matrix #5)
- Sampling depth (cm): 10 cm - 15 cm of surface-layer
- Storage conditions: immediately sent to the laboratory under room temperature conditions.
- Soil preparation: The test soil was air dried at room temperature (20 - 25 °C), ground finely, sieved (0.3 mm), and homogenised thoroughly.

PROPERTIES
- Soil texture
- % sand: 5.36 (matrix #1), 15.0 (matrix #2), 19.76 (matrix #3), 39.04 (matrix #4), 11.96 (matrix #5)
- % silt: 61.3 (matrix #1), 42.76 (matrix #2), 74.08 (matrix #3), 38.8 (matrix #4), 73.2 (matrix #5)
- % clay: 33.04 (matrix #1), 42.24 (matrix #2), 6.16 (matrix #3), 22.16 (matrix #4), 14.84 (matrix #5)
- Horizon: 10 cm - 15 cm of surface-layer
- Soil taxonomic classification: Loam (matrix #1), silty clay (matrix #2), silty clay loam (matrix #3), silty loam (matrix #4), silty loam (matrix #5)
- pH: 7.28 (matrix #1), 4.60 (matrix #2), 6.81 (matrix #3), 7.84 (matrix #4), 7.96 (matrix #5)
- Organic carbon (%): 6.54 (matrix #1), 1.36 (matrix #2), 5.36 (matrix #3), 1.39 (matrix #4), 6.85 (matrix #5)
- CEC (cmol/kg): 28.87 (matrix #1), 11.53 (matrix #2), 22.90 (matrix #3), 7.08 (matrix #4), 22.13 (matrix #5)
Details on test conditions:
TEST SYSTEM
- Type, size and further details on reaction vessel: 150 mL glass Erlenmeyer flasks with hard stoppers.
- Amount of soil/sediment/sludge and water per treatment (if simulation test): 1 g soil added to 50 mL test substance aqueous solution (0.01 mol/L CaCl2 medium)
- Soil/sediment/sludge-water ratio (if simulation test): 1/50
- Number of reaction vessels/concentration: 2
- Method of preparation of test solution: 0.0253 g test substance was precisely weighed, 0.01 mol/L CaCl2 used to dilute to 250 mL, yielding test substance standard stock solution I of concentration 100 mg/L.
- Are the residues from the adsorption phase used for desorption: yes
- Desorption: Steps for the desorption kinetics test were the same as those in tier two, except that, after test system equilibration, the aqueous phase was removed and cleaned as much as possible by centrifuging to separate the soil and water phases. An equal volume of 0.01 mol/L CaCl2 solution (without test substance) was added and removed, shaking performed continuously, and samples collected at different time points until adsorption equilibrium was reached. Test substance concentrations were measured in the aqueous phase.
Duration of adsorption equilibrationopen allclose all
Sample No.:
#1
Duration:
48 h
Initial conc. measured:
>= 10 - <= 100 other: mg/L
pH:
5.88
Temp.:
25 °C
Remarks:
Concentrations are given as nominal concentrations.
Sample No.:
#2
Duration:
48 h
Initial conc. measured:
>= 10 - <= 100 other: mg/L
pH:
4.56
Temp.:
25 °C
Remarks:
Concentrations are given as nominal concentrations
Sample No.:
#3
Duration:
48 h
Initial conc. measured:
>= 10 - <= 100 other: mg/L
pH:
7.77
Temp.:
25 °C
Remarks:
Concentrations are given as nominal concentrations
Sample No.:
#4
Duration:
48 h
Initial conc. measured:
>= 10 - <= 100 other: mg/L
pH:
7.06
Temp.:
25 °C
Remarks:
Concentrations are given as nominal concentrations
Sample No.:
#5
Duration:
48 h
Initial conc. measured:
>= 10 - <= 100 other: mg/L
pH:
7.6
Temp.:
25 °C
Remarks:
Concentrations are given as nominal concentrations

Results and discussion

Adsorption coefficientopen allclose all
Sample No.:
#1
Type:
Koc
Value:
614 L/kg
pH:
5.88
Temp.:
25 °C
% Org. carbon:
6.54
Sample No.:
#2
Type:
Koc
Value:
986 L/kg
pH:
4.56
Temp.:
25 °C
% Org. carbon:
1.36
Sample No.:
#3
Type:
Koc
Value:
319 L/kg
pH:
7.77
Temp.:
25 °C
% Org. carbon:
5.36
Sample No.:
#4
Type:
Koc
Value:
753 L/kg
pH:
7.06
Temp.:
25 °C
% Org. carbon:
1.39
Sample No.:
#5
Type:
Koc
Value:
379 L/kg
pH:
7.6
Temp.:
25 °C
% Org. carbon:
6.85

Results: Batch equilibrium or other method

Transformation products:
not measured
Details on results (Batch equilibrium method):
PRELIMINARY TEST
- Weighed soil: 10 g soil added to 50 mL test substance aqueous solution (0.01 mol/L CaCl2 medium), soil/water ratio 1/5; 2 g soil added to 50 mL test substance aqueous solution (0.01 mol/L CaCl2 medium), soil/water ratio 1/25; 1 g soil added to 50 mL test substance aqueous solution (0.01 mol/L CaCl2 medium), soil/water ratio 1/50.
- Test substance concentration in final solution: 505 mg/L

MAIN TEST: PERFORMANCE
- Experimental conditions maintained throughout the study: Yes

Any other information on results incl. tables

Table 1: Adsorption Isotherm Results    

Soil

A soil/water=1/50

B soil/water=1/50

C soil/water=1/50

D soil/water=1/50

E soil/water=1/50

Set concentration (mg/L)

lgCaqads

(eq)

lgCsads

(eq)

lgCaqads

(eq)

lgCsads

(eq)

lgCaqads

(eq)

lgCsads

(eq)

lgCaqads

(eq)

lgCsads

(eq)

lgCaqads

(eq)

lgCsads

(eq)

10

0.607

0.775

0.871

0.409

0.850

0.465

0.858

0.444

0.657

0.737

20

1.02

0.471

1.162

0.739

1.16

0.751

1.19

0 664

0.998

1.00

40

1.35

1.24

1.50

0.929

1.49

0.959

1.50

0.906

1.35

1.25

60

1.56

1.38

1.69

1.05

1.67

1.13

1.69

1.06

1.58

1.35

80

1.62

1.58

1.81

1.20

1.80

1.23

1.81

1.17

1.70

1.48

100

1.74

1.65

1.90

1.32

1.89

1.34

1.91

1.26

1.82

1.53

 

Table 2: Freundlich Adsorption Equation and Relevant Data 

Soil

Freundlich adsorption equation

KFads

l/n

matrix #1

y = 0.7841x + 0.2353, R2=0.9560

1.72

0.784

matrix #2

y = 0.816x - 0.274, R2= 0.9813

0.532

0.816

matrix #3

y = 0.8105x - 0.2162, R2= 0.9951

0.608

0.811

matrix #4

y = 0.7779x - 0.244, R2= 0.9966

0.570

0.778

matrix #5

y = 0.6795x + 0.3081, R2= 0.9948

2.03

0.680

 

Table 3: Adsorption Kinetics Test Results 

Soil

C soil/water=1/50

D soil/water=1/50

E soil/water=1/50

ti

Caqads(ti)

msads(ti)

Ati

Caqads(ti)

msads(ti)

Ati

Caqads(ti)

msads(ti)

Ati

(h)

(mg/L)

(μg)

(%)

(mg/L)

(μg)

(%)

(mg/L)

(μg)

(%)

1

7.68

116

23.2

8.11

94.5

18.9

6.55

173

34.5

3

7.64

118

23.6

8.21

89.7

17.9

6.59

171

34.1

5

7.45

127

25.5

8.17

91.7

18.3

6.41

179

35.9

7

7.57

121

24.3

8.21

89.5

17.9

6.65

168

33.5

24

7.61

119

23.9

8.16

91.8

18.4

6.69

166

33.1

48

7.45

127

25.5

8.27

86.5

17.3

6.58

171

34.2

Kd(cm3g-1)

17.1

10.5

26.0

Koc(cm3g-1)

319

753

379

 

Table 4: Measurement Results for Test Substance Recovery Rate in Five Soils 

Spiked concentration (mg/L)

Soil

Measured concentration (mg/kg)

Recovery rate (%)

Mean recovery rate (%)

RSD (%)

505

 

Black soil

 

491

97.2

96.9

0.476

487

96.4

491

97.2

Red soil

 

491

97.1

97.3

0.178

492

97.4

492

97.4

Rice paddy soil

 

485

96.0

96.4

1.04

483

95.6

492

97.5

Loess

 

465

92.1

93.3

2.71

486

96.2

462

91.6

Meadow soil

 

462

91.5

90.9

0.936

460

91.2

454

89.9

 

  

Table 5: Pre-Test Results 

Soil

A soil/water = 1/5

A soil/water = 1/25

A soil/water = 1/50

B soil/water = 1/5

B soil/water = 1/25

B soil/water = 1/50

ti

Caqads(ti)

msads(ti)

Ati

Caqads(ti)

msads(ti)

Ati

Caqads(ti)

msads(ti)

Ati

Caqads(ti)

msads(ti)

Ati

Caqads(ti)

msadsti)

Ati

Caqads(ti)

msads(ti)

Ati

(h)

(mg/L)

(μg)

(%)

(mg/L)

(μg)

(%)

(mg/L)

(μg)

(%)

(mg/L)

(μg)

(%)

(mg/L)

(μg)

(%)

(mg/L)

(μg)

(%)

1

5.90

205

41.0

10.0

2.36

4.75

8.93

53.3

10.7

9.67

16.5

3.30

9.85

7.66

1 53

9.71

14.5

2.89

3

5.32

234

46.8

8.82

58.9

11.8

8.74

63.2

12.6

9.19

40.4

8.09

9.82

9.19

1.84

9.70

15.0

3.14

5

3.19

341

68.1

7.37

131.7

26.3

8.55

72.3

14.5

8.63

68.3

13.7

9.58

20.9

4.18

9.66

16.8

3.36

7

1.67

417

83.3

6.22

188.8

37.8

7.71

114.3

22.9

7.35

132.6

26.5

8.58

71.0

14.2

8.38

81.2

16.2

24

0.161

492

98.4

4.41

279.5

55.9

5.89

205.5

41.1

5.97

201.3

40.3

8.23

88.3

17.7

7.92

104.1

20.8

48

0.209

497

97.9

3.58

321.1

64.2

5.55

222.7

44.5

5.89

205.5

41.1

8.28

85.9

17.2

7.89

105.7

21.1

Kd (cm3g-1)

-

-

40.1

-

-

13.4

K0c (cm3g-1)

-

-

614

-

-

986

 

  

Table 6: Mass Balance Test Table 

Soil

Vrec

(mL)

Caqads(eq)

(mg/L)

m0

(μg)

mE

(μg)

Mass balance rate

(%)

A soil/water = 1/50

50

5.55

500

203

96.1

B soil/water = 1/50

50

7.89

500

113

102

 

Applicant's summary and conclusion

Validity criteria fulfilled:
not applicable