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Adsorption / desorption

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Reference
Endpoint:
adsorption / desorption: screening
Type of information:
experimental study
Adequacy of study:
key study
Reliability:
1 (reliable without restriction)
Rationale for reliability incl. deficiencies:
guideline study
Justification for type of information:
Experimental test result performed using standard test guidelines
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))
Principles of method if other than guideline:
Adsorption coefficient of test chemical 1H-dibenzo[a,d][7]annulen-1-one was determined by using HPLC method.
GLP compliance:
not specified
Type of method:
HPLC estimation method
Media:
soil/sewage sludge
Specific details on test material used for the study:
- Name of test material (as cited in study report): 1H-dibenzo[a,d][7]annulen-1-one
- Molecular formula (if other than submission substance): C15H10O
- Molecular weight (if other than submission substance): 206.243 g/mol
- Smiles notation (if other than submission substance): c12c(ccc3c(c1=O)cccc3)cccc2
- InChI: 1S/C15H10O/c16-15-13-7-3-1-5-11(13)9-10-12-6-2-4-8-14(12)15/h1-10H
- Substance type: Organic
- Physical state: Solid
Radiolabelling:
no
Test temperature:
25°C
Details on study design: HPLC method:
HPLC Procedure:
The solutions of the test substance and reference substances were prepared in solvent mentioned in 4.3. Each of the reference substance and test substance were analysed by HPLC at 210 nm. After equilibration of the HPLC system, Urea was injected first, the reference substances were injected in duplicate, followed by the test chemical solution in duplicate. Reference substances were injected again after test sample, no change in retention time of reference substances was observed. Retention time tR were measured, averaged and the decimal logarithms of the capacity factors k were calculated. The graph was plotted between log Koc versus log k(table 3).The linear regression parameter of the relationship log Koc vs log k were also calculated from the data obtained with calibration samples and therewith, log Koc of the test substance was determined from its measured capacity factor.

Operating Conditions:
HPLC Model No. : Agilent Technologies,1260 Infinity
Flow Rate : 1.0ml/min
Column : ZORBAX Eclipse Plus C18, 4.6×100mm, 3.5 μm
Mobile phase : ACN : water (55:45)
Temperature : 25°C
Detector : Diode Array Detector @210nm
Injector : Autosampler
Injector volume : 10μl
Data Acquisition software : ChemStationOpen lab Control Panel
Analytical monitoring:
not specified
Key result
Sample No.:
#1
Type:
log Koc
Value:
3.068 dimensionless
Temp.:
25 °C
Remarks on result:
other: other details not specified
Details on results (HPLC method):
The Adsorption coefficient (KOC) on soil and on sewage sludge of the 1H-dibenzo[a,d][7]annulen-1-one was determined to be 3.0677 ± 0.0003 at 25°C
Transformation products:
not specified

Tables 1:   

Reference substance

Log Koc

Rt1

Rt2

Rt3

Mean Rt ± S.D.

k

Log k

Urea

 

0.887

0.887

0.888

0.887±0.0005

0

0

4-chloroaniline

1.96

2.012

2.021

 

2.0165±0.0063

1.2734

0.105

4-methylaniline(p-

1.9

 

 

 

1.7515±0.0049

0.9746

-0.0112

Tolouidine)

1.755

1.748

 

 

 

 

 

 

N-methylaniline

2.28

2.303

2.294

 

2.2985±0.0063

1.5913

0.2018

p-toluamide

1.78

1.18

1.182

 

1.181±0.0014

0.3315

-0.4796

Aniline

2.07

1.513

1.495

 

1.504±0.0127

0.6956

-0.1576

2,5-Dichloroaniline

2.58

3.548

3.574

 

3.561±0.0183

3.0147

0.4792

4-nitrophenol

2.46

1.559

1.56

 

1.5595±0.0007

0.7582

-0.1202

2 - nitrophenol

2.47

2.213

2.224

 

2.2185±0.0077

1.5011

0.1764

2-nitrobenzamide

1.45

1.091

1.094

 

1.0925±0.0021

0.2317

-0.6351

3-nitrobenzamide

1.95

1.159

1.158

 

1.1585±0.0007

0.3061

-0.5142

Nitrobenzene

2.35

2.426

2.429

 

2.4275±0.0021

1.7368

0.2397

4-Nitrobenzamide

1.93

1.161

1.159

 

1.16±0.0014

0.3078

-0.5118

1-naphthylamine

3.51

2.389

2.393

 

2.391±0.0028

1.6956

0.2293

1-naphtol

3.3

2.41

2.403

 

2.4065±0.0049

1.7131

0.2338

Direct Red 81

3.43

0.827

0.818

 

0.8225±0.0063

-0.0727

1.139

Benzoic acid methylester

1.8

2.585

2.61

 

2.5975±0.0176

0.1917

-0.7175

Carbendazim

2.35

1.193

1.193

 

1.193±0

0.345

-0.4622

Benzoic acid phenylester

2.87

6.57

6.642

 

2.5975±0.0509

1.9284

0.2852

Xylene

2.58

6.241

6.232

6.2365±0.0063

6.031

0.7804

Ethylbenzene

2.649

6.359

6.355

6.357±0.0028

6.1669

0.7901

Toluene

2.369

4.378

4.382

4.38±0.0028

3.938

0.5953

Naphthalene

2.75

6.127

6.218

6.1725±0.0643

5.9589

0.7752

1,2,3-trichlorobenzene

3.16

9.519

9.541

9.53±0.0155

9.7441

0.9887

Pentachlorophenol

3.695

8.282

8.259

8.2705±0.0162

8.3241

0.9203

Phenol

1.32

1.455

1.455

1.455±0

0.6404

-0.1936

N,N-dimethylbenzamide

1.52

1.287

1.288

1.2875±0.0007

0.4515

-0.3453

3,5-dinitrobenzamide

2.31

1.308

1.311

1.3095±0.0021

0.4763

-0.3221

N-methylbenzamide

1.3

1.175

1.174

1.1745±0.0007

0.3241

-0.4893

Benzamide

1.26

1.092

1.092

1.092±0

0.2311

-0.6362

phenantrene;phenanthrene

4.09

11.996

11.779

11.8875±0.1534

12.4019

1.0935

Acetanilide

1.25

1.265

1.267

1.266±0.0014

0.4273

-0.3693

 

Table 2:

Test substance

K

Log k

Log Koc

Mean of Log Koc ± S.D.

Dibenzo[b,f]cyclohepten-1-one

 

 

by Generalized Calibration

 

 

 

 

 

Graph

 

Rt1

6.152

5.9357

0.7734

3.0679

 

 

 

 

 

 

3.0677±0.0003

Rt2

6.147

5.9301

0.7730

3.0674

 

Validity criteria fulfilled:
yes
Conclusions:
The Adsorption Coefficient of test substance 1H-dibenzo[a,d][7]annulen-1-one was determined as per the HPLC method (OECD Guideline-121). The Log Koc value was determined to be 3.0677 ± 0.0003 at 25°C. Thus based on the result it is concluded that the test substance 1H-dibenzo[a,d][7]annulen-1-one has a moderate sorption to soil and sediment and therefore has slow migration potential to ground water.
Executive summary:

The adsorption coefficient Koc in soil and in sewage sludge of test chemical 1H-dibenzo[a,d][7]annulen-1-one was determined by the Reverse Phase High Performance Liquid Chromatographic method according to OECD Guideline No. 121 . The reference substances were chosen according to functional similarity with the test substance and calibration graph prepared. The reference substances were having Koc value ranging from 1.25 to 4.09.The Log Koc value was determined to be 3.0677 ± 0.0003 dimensionless at 25°C. Thus based on the result it is concluded that the test substance has a moderate sorption to soil and sediment and therefore has slow migration potential to ground water.

Description of key information

The adsorption coefficient Koc in soil and in sewage sludge of test chemical 1H-dibenzo[a,d][7]annulen-1-one was determined by the Reverse Phase High Performance Liquid Chromatographic method according to OECD Guideline No. 121 . The reference substances were chosen according to functional similarity with the test substance and calibration graph prepared. The reference substances were having Koc value ranging from 1.25 to 4.09.The Log Koc value was determined to be 3.0677 ± 0.0003 dimensionless at 25°C. Thus based on the result it is concluded that the test substance has a moderate sorption to soil and sediment and therefore has slow migration potential to ground water.

Key value for chemical safety assessment

Koc at 20 °C:
3.068

Additional information

The adsorption coefficient Koc in soil and in sewage sludge of test chemical 1H-dibenzo[a,d][7]annulen-1-one was determined by the Reverse Phase High Performance Liquid Chromatographic method according to OECD Guideline No. 121 . The reference substances were chosen according to functional similarity with the test substance and calibration graph prepared. The reference substances were having Koc value ranging from 1.25 to 4.09.The Log Koc value was determined to be 3.0677 ± 0.0003 dimensionless at 25°C. Thus based on the result it is concluded that the test substance has a moderate sorption to soil and sediment and therefore has slow migration potential to ground water.