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Environmental fate & pathways

Adsorption / desorption

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Endpoint:
adsorption / desorption, other
Remarks:
adsorption
Type of information:
experimental study
Adequacy of study:
other information
Reliability:
4 (not assignable)
Rationale for reliability incl. deficiencies:
documentation insufficient for assessment
Remarks:
Only basic data given
GLP compliance:
not specified
Media:
soil
Executive summary:

Weissmahr, 1999


Phyllosilicates of clay are strong and specific sorbents for aromatic nitro compounds. Sorption of 4-nitrotoluene to 2 homoionic kalium ion clays was determined:
1. Kaolinite
- Distribution coefficient Kd (l/kg dry matter) 1
2. Montmorillonite
- Distribution coefficient Kd (l/kg dry matter) 1.7
For 2- and 3-layer clays at varying equivalent fractions of exchangeable K+ and at various ionic strengths:
- Sorption was very low for homoionic Ca2+ or Na+-clays
- For Ca2+/K+- or Na+/K+ clays sorption increases with the degree of K+ saturation of the clay minerals (montmorillonite, smectit and kaolinite) with exchangeable kalium ions
- Sorption decreases with the concentration of the kalium ions in the solution around the clay minerals.
Some tests were done to desorb soil contaminats from clay by exchange of K+ with Ca2+, which succeeded in a remobilization of 4-nitrotoluene

Endpoint:
adsorption / desorption, other
Remarks:
adsorption
Type of information:
experimental study
Adequacy of study:
other information
Reliability:
4 (not assignable)
Rationale for reliability incl. deficiencies:
documentation insufficient for assessment
Remarks:
Only basic data given
Principles of method if other than guideline:
Method: other: as described by Patterson (1996)
GLP compliance:
not specified
Media:
soil

Kd = 2.4 l/kg (relative to bromide); Kd = 1.4 l/kg (relative to 2-nitrotoluene)

Executive summary:

Toze, 1999


Kd = 2.4 l/kg (relative to bromide); Kd = 1.4 l/kg (relative to 2-nitrotoluene)

Endpoint:
adsorption / desorption, other
Remarks:
adsorption
Type of information:
calculation (if not (Q)SAR)
Adequacy of study:
other information
Reliability:
4 (not assignable)
Rationale for reliability incl. deficiencies:
other: Accepted calculation method with limited documentation
Principles of method if other than guideline:
Method: other: (calculation) Kenaga & Goring 1978
GLP compliance:
not specified
Media:
soil

Koc = 494 (based on log Kow)
Koc = 175 (based on log S; S=water solubility)

Executive summary:

Lyman, 1990, calculation according to Kenaga & Goring 1978:


Koc = 494 (based on log Kow)
Koc = 175 (based on log S; S=water solubility)

Endpoint:
adsorption / desorption, other
Remarks:
adsorption
Type of information:
experimental study
Adequacy of study:
other information
Reliability:
4 (not assignable)
Rationale for reliability incl. deficiencies:
documentation insufficient for assessment
Remarks:
only basic data given
Principles of method if other than guideline:
Method: other: see 'Any other information on materials and methods incl. tables'
GLP compliance:
not specified
Media:
soil

Sorption to three sediments of 4-nitrotoluene in the vicinity of a former ammunition site:
1. clay mineral containing medium-grained sand
- Effective grain size (mm) 0.143
- Organic content (g/kg dry matter) 0.5
- Clay content (g/kg dry matter) 7.1
- Distribution coefficient Kd (l/kg dry matter) 0.75
2. clay mineral containing fine sand
- Effective grain size (mm) 0.037
- Organic content (g/kg dry matter) 0.9
- Clay content (g/kg dry matter) 32
- Distribution coefficient Kd (l/kg dry matter) 3.1
3. clay mineral containing fine sand with coal particles
- Effective grain size (mm) 0.029
- Organic content (g/kg dry matter) 3.1
- Clay content (g/kg dry matter) 13
- Distribution coefficient Kd (l/kg dry matter) 3.9

Executive summary:

Hildenbrand, 1998


Sorption to three sediments of 4-nitrotoluene in the vicinity of a former ammunition site:
1. clay mineral containing medium-grained sand
- Effective grain size (mm) 0.143
- Organic content (g/kg dry matter) 0.5
- Clay content (g/kg dry matter) 7.1
- Distribution coefficient Kd (l/kg dry matter) 0.75
2. clay mineral containing fine sand
- Effective grain size (mm) 0.037
- Organic content (g/kg dry matter) 0.9
- Clay content (g/kg dry matter) 32
- Distribution coefficient Kd (l/kg dry matter) 3.1
3. clay mineral containing fine sand with coal particles
- Effective grain size (mm) 0.029
- Organic content (g/kg dry matter) 3.1
- Clay content (g/kg dry matter) 13
- Distribution coefficient Kd (l/kg dry matter) 3.9

Endpoint:
adsorption / desorption, other
Remarks:
adsorption
Type of information:
experimental study
Adequacy of study:
other information
Reliability:
4 (not assignable)
Rationale for reliability incl. deficiencies:
documentation insufficient for assessment
Principles of method if other than guideline:
Method: other: see 'Any other information on materials and methods incl. tables'
GLP compliance:
not specified
Media:
soil

For the material used in the study the following results were obtained in single batch experiments for 4-nitrotoluene:
- Langmuir affinity constant K(L) = 0.0108 l/µmol
- Maximum sorbed-phase solute concentration 980 µmol/kg
Mobility was influenced by the presence of other test substances since they compeate for binding sites of the mineral (competitive sorption)

Executive summary:

Fesch, 1998


For the material used in the study the following results were obtained in single batch experiments for 4-nitrotoluene:
- Langmuir affinity constant K(L) = 0.0108 l/µmol
- Maximum sorbed-phase solute concentration 980 µmol/kg
Mobility was influenced by the presence of other test substances since they compeate for binding sites of the mineral (competitive sorption)

Endpoint:
adsorption / desorption, other
Type of information:
other: OECD SIDS
Adequacy of study:
other information
Reliability:
other: OECD SIDS
Rationale for reliability incl. deficiencies:
other: no reliability is given as this is a summary entry for the OECD SIDS
GLP compliance:
not specified

OECD SIDS (2003):


No test result on geoaccumulation is available. Binding to soil organic matter has been calculated with Koc = 309 (Bayer AG, 2002b). Thus it is supposed that 4-nitrotoluene would adsorb slightly to sewage sludge, suspended solids, and sediment in water. According to Litz (1990) 4-nitrotoluene can be regarded as a substance with medium geoaccumulation properties. Haderlein et al. (1996) report adsorption constants of 5 - 45 l/kg of 4-nitrotoluene on three monoionic K+ clay minerals indicating a low adsorption by clays.

Executive summary:

OECD SIDS (2003):


No test result on geoaccumulation is available. Binding to soil organic matter has been calculated with Koc = 309 (Bayer AG, 2002b). Thus it is supposed that 4-nitrotoluene would adsorb slightly to sewage sludge, suspended solids, and sediment in water. According to Litz (1990) 4-nitrotoluene can be regarded as a substance with medium geoaccumulation properties. Haderlein et al. (1996) report adsorption constants of 5 - 45 l/kg of 4-nitrotoluene on three monoionic K+ clay minerals indicating a low adsorption by clays.

Description of key information

For transported isolated intermediates according to REACh, Article 18, this endpoint is not a data requirement. However, data is available for this endpoint and is thus reported under the guidance of "all available data".


OECD SIDS (2003):


No test result on geoaccumulation is available. Binding to soil organic matter has been calculated with Koc = 309 (Bayer AG, 2002b). Thus it is supposed that 4-nitrotoluene would adsorb slightly to sewage sludge, suspended solids, and sediment in water. According to Litz (1990) 4-nitrotoluene can be regarded as a substance with medium geoaccumulation properties. Haderlein et al. (1996) report adsorption constants of 5 - 45 l/kg of 4-nitrotoluene on three monoionic K+ clay minerals indicating a low adsorption by clays.


Fesch, 1998:


For the material used in the study the following results were obtained in single batch experiments for 4-nitrotoluene:
- Langmuir affinity constant K(L) = 0.0108 l/µmol
- Maximum sorbed-phase solute concentration 980 µmol/kg
Mobility was influenced by the presence of other test substances since they compeate for binding sites of the mineral (competitive sorption)


Hildenbrand, 1998:


Sorption to three sediments of 4-nitrotoluene in the vicinity of a former ammunition site:
1. clay mineral containing medium-grained sand
- Effective grain size (mm) 0.143
- Organic content (g/kg dry matter) 0.5
- Clay content (g/kg dry matter) 7.1
- Distribution coefficient Kd (l/kg dry matter) 0.75
2. clay mineral containing fine sand
- Effective grain size (mm) 0.037
- Organic content (g/kg dry matter) 0.9
- Clay content (g/kg dry matter) 32
- Distribution coefficient Kd (l/kg dry matter) 3.1
3. clay mineral containing fine sand with coal particles
- Effective grain size (mm) 0.029
- Organic content (g/kg dry matter) 3.1
- Clay content (g/kg dry matter) 13
- Distribution coefficient Kd (l/kg dry matter) 3.9


Lyman, 1990, calculation according to Kenaga & Goring 1978:


Koc = 494 (based on log Kow)
Koc = 175 (based on log S; S=water solubility)


Toze, 1999


Kd = 2.4 l/kg (relative to bromide); Kd = 1.4 l/kg (relative to 2-nitrotoluene)


Weissmahr, 1999


Phyllosilicates of clay are strong and specific sorbents for aromatic nitro compounds. Sorption of 4-nitrotoluene to 2 homoionic kalium ion clays was determined:
1. Kaolinite
- Distribution coefficient Kd (l/kg dry matter) 1
2. Montmorillonite
- Distribution coefficient Kd (l/kg dry matter) 1.7
For 2- and 3-layer clays at varying equivalent fractions of exchangeable K+ and at various ionic strengths:
- Sorption was very low for homoionic Ca2+ or Na+-clays
- For Ca2+/K+- or Na+/K+ clays sorption increases with the degree of K+ saturation of the clay minerals (montmorillonite, smectit and kaolinite) with exchangeable kalium ions
- Sorption decreases with the concentration of the kalium ions in the solution around the clay minerals.
Some tests were done to desorb soil contaminats from clay by exchange of K+ with Ca2+, which succeeded in a remobilization of 4-nitrotoluene

Key value for chemical safety assessment

Additional information