(4E)-5-cyclohexyl-2,4-dimethylpent-4-enal

Adsorption / desorption

Link to relevant study record(s)

Reference

Endpoint:

adsorption / desorption: screening

Type of information:

experimental study

Adequacy of study:

key study

Study period:

30-11-2018 to 13-12-2018

Reliability:

1 (reliable without restriction)

Rationale for reliability incl. deficiencies:

other: Guideline study performed under GLP. All relevant validity criteria were met.

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

Qualifier:

according to guideline

Guideline:

EU Method C.19 (Estimation of the Adsorption Coefficient (KOC) on Soil and Sewage Sludge Using High Performance Liquid Chromatography (HPLC))

Deviations:

no

GLP compliance:

yes (incl. QA statement)

Remarks:

inspected: August 2018 ; signature: November 2018

Type of method:

HPLC estimation method

Media:

soil/sewage sludge

Radiolabelling:

no

Test temperature:

30 °C

Details on study design: HPLC method:

EQUIPMENT
- Apparatus: Agilent Technologies 1200 series HPLC.
- Type: XSelect HS3 Cyano 5μ (150 x 4.6 mm id)
- Type, material and dimension of analytical (guard) column: None reported.
- Detection system: UV-diode array detection, 210 nm for the test item sample solution, 210 nm for the reference item and deadtime solutions

MOBILE PHASES
- Type: Methanol : purified water (55:45 v/v) Flow rate 1mL per minute.
- Experiments with additives carried out on separate columns: No
- pH: mobile phase: pH = 7.0
- Solutes for dissolving test and reference substances: None.

DETERMINATION OF DEAD TIME
- Method: The dead time was determined by measuring the retention time of formamide (purity: 99.6%, as certified by supplier), 606 mg/L solution in methanol:purified water (55:45 v/v). Determined in duplicate.

REFERENCE SUBSTANCES
- Identity: Acetanilide, CAS 103-84-4, Purity 99%+, log Koc 1.25 (OECD Guideline 121); concentration 94 mg/L
- Identity: Atrazine, CAS 1912-24-9, Purity 99.0%, log Koc 1.81 (OECD Guideline 121); concentration 93 mg/L
- Identity: Isoproturon, CAS 34123-59-6, Purity >98.0%, log Koc 1.86 (OECD Guideline 121); concentration 102 mg/L
- Identity: Triadimenol, CAS 55219-65-3, Purity 97.8%, log Koc 2.40 (OECD Guideline 121); concentration 101 mg/L
- Identity: Linuron, CAS 330-55-2, Purity 99.7%, log Koc 2.59 (OECD Guideline 121); concentration 98 mg/L
- Identity: Naphthalene, CAS 91-20-3, Purity 99%, log Koc 2.75 (OECD Guideline 121); concentration 108 mg/L
- Identity: Endosulfan-diol, CAS 2157-19-9, Purity 99.8%, log Koc 3.02 (OECD Guideline 121); concentration 106 mg/L
- Identity: Fenthion, CAS 55-38-9, Purity 98.6%, log Koc 3.31 (OECD Guideline 121); concentration 150 mg/L
- Identity: α-Endosulfan, CAS 959-98-8, Purity 99.8%, log Koc 4.09 (OECD Guideline 121); concentration 107 mg/L
- Identity: Phenanthrene, CAS 85-01-8, Purity > or = 99.5%, log Koc 4.09 (OECD Guideline 121); concentration 105 mg/L
- Identity: Diclofop-methyl, CAS 51338-27-3, Purity > or = 99.5%, log Koc 4.20 (OECD Guideline 121); concentration 106 mg/L
- Identity: DDT, CAS 50-29-3, Purity 98.7%, log Koc 5.63 (OECD Guideline 121); concentration 95 mg/L

DETERMINATION OF RETENTION TIMES
- Quantity of test substance introduced in the column: 5 μL per injection; an aliquot of test item (0.2501 g) was diluted to 100 mL with methanol to give a concentration of 2500 mg/L.
- Quantity of reference substances: 5 μL per injection; the concentration of each reference substance is indicated above injected in duplicate.
- Intervals of calibration: The calibration was performed once specific for the study; with a range of log Koc suitable for the test item which cover both substances suitable for sewage sludge and soil under OECD TG 121 guideline.

REPETITIONS
- Number of determinations: Two.

EVALUATION
- Calculation of capacity factors k': Calculated as a ratio of retention time of retained compounds relative to unretained substances after determination of the column dead time.
- Calculation of retention times: Determined empirically relative to the known column dead time.
- Determination of the log Koc value: Capacity factors (log k') for reference substances were plotted against absorption coefficients (log Koc). The log Koc for the test item was then calculated using the resultant equation for the calibration curve and the experimentally determined log k'.

Type:

log Koc

Remarks:

mean ; (n=2)

Value:

3.68 dimensionless

pH:

7

Temp.:

30 °C

Type:

Koc

Remarks:

mean ; (n=2)

Value:

4 770 L/kg

pH:

7

Temp.:

30 °C

Details on results (HPLC method):

EVALUATION
- Calculation of capacity factors k': Calculated as a ratio of retention time of retained compounds relative to unretained substances after determination of the column dead time.
- Calculation of retention times: Determined empirically relative to the known column dead time.
- Determination of the log Koc value: Capacity factors (log k') for reference substances were plotted against absorption coefficients (log Koc). The log Koc for the test item was then calculated using the resultant equation for the calibration curve and the experimentally determined log k'.
- Retention times of reference substances used for calibration: Reference sample injections completed in duplicate.
- Identity: Acetanilide, Retention time average: 2.655 minutes
- Identity: Atrazine, Retention time average: 3.681 minutes
- Identity: Isoproturon, Retention time average: 3.938 minutes
- Identity: Triadimenol, Retention time average: 5.345 minutes
- Identity: Linuron, Retention time average: 5.476 minutes
- Identity: Naphthalene, Retention time average: 4.708 minutes
- Identity: Endosulfan-diol, Retention time average: 6.839 minutes
- Identity: Fenthion, Retention time average: 8.168 minutes
- Identity: α-Endosulfan, Retention time average: 11.655 minutes
- Identity: Phenanthrene, Retention time average: 8.892 minutes
- Identity: Diclofop-methyl, Retention time average: 12.575 minutes
- Identity: DDT, Retention time average: 24.930 minutes

- Dead-Time: 1.929 minutes
- Details of fitted regression line (log k' vs. log Koc): Linear regression of all reference substances; y = 0.3146x - 0.6186 , correlation coefficient (R2 = 0.9438)
- Retention data for test item : Single peak. The average retention time; peak 1: 8.596 minutes (Log Koc = 3.68)

Validity criteria fulfilled:

yes

Conclusions:

The test item adsorption coefficient (log Koc) for soil/sewage sludge according to OECD Guideline 121 was estimated to be log Koc = 3.68 at 30°C by HPLC analysis.

Executive summary:

The study was performed in accordance with OECD TG 121 and EU Method C.19 under GLP to assess the adsorption coefficient (Koc) of the test item using a high performance chromatography system. The retention times of the test item and selected reference items were accurately measured using HPLC fitted with a cyanopropyl column. The retention times were consistent over the course of the study. The dead time of the instrument was also measured and capacity factors were calculated for each test/reference item. Calibration curves were constructed by plotting the capacity factor (log k') for the reference substances against their adsorption coefficients (log Koc). Linear regression analysis was performed and this showed a reasonable relationship between the capacity factors and the adsorption coefficients. The test was performed at a singular pH 7.0 as the test item does not possess ionisable moieties in an environmentally relevant pH range. The adsorption coefficient of the test item was estimated using the calibration curve constructed from all reference items. Under the conditions of this study, the test substance adsorption coefficient (log Koc) for soil/sewage sludge was estimated to be log Koc 3.68 at 30°C and pH 7.0 by HPLC analysis.

Description of key information

log Koc = 3.68 (Koc 4770), 30 °C, pH 7.0 and 1 atm, OECD TG 121, 2019

Additional information

Key study : OECD TG 121, 2019 : The study was performed in accordance with OECD TG 121 and EU Method C.19 under GLP to assess the adsorption coefficient (Koc) of the test item using a high performance chromatography system. The retention times of the test item and selected reference items were accurately measured using HPLC fitted with a cyanopropyl column. The retention times were consistent over the course of the study. The dead time of the instrument was also measured and capacity factors were calculated for each test/reference item. Calibration curves were constructed by plotting the capacity factor (log k') for the reference substances against their adsorption coefficients (log Koc). Linear regression analysis was performed and this showed a reasonable relationship between the capacity factors and the adsorption coefficients. The test was performed at a singular pH 7.0 as the test item does not possess ionisable moieties in an environmentally relevant pH range. The adsorption coefficient of the test item was estimated using the calibration curve constructed from all reference items. Under the conditions of this study, the test substance adsorption coefficient (log Koc) for soil/sewage sludge was estimated to be log Koc 3.68 at 30°C and pH 7.0 by HPLC analysis.