Fact sheet: Adsorption—in situ

From: Public Services and Procurement Canada

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Description

In situ adsorption is a process that consists of temporarily or permanently retaining organic contaminants and metals in the gaseous or dissolved phases on the surface of an absorbent material. The adsorbents may be made of materials such as activated carbon, activated aluminum, zeolites or polymers. In the case of dissolved contaminants, permeable walls are put in place within trenches or drill holes, or a combination of activated charcoal and amendments (chemical and/or biological) are injected into the ground surface.

Organic compounds are often hydrophobic and poorly soluble in water, so they have a tendency to partition onto to the adsorbent. When the adsorbent becomes saturated, it must be replaced. The saturated adsorbent is then recovered, processed or regenerated and reused in the system.

The combination of activated carbon and chemical and/or biological amendments is an emerging remedial technology applied to contaminants present in soil and groundwater. The mixture of activated carbon and amendments is injected via high pressure into the low permeability zone (blend of granular/powder activated carbon mixtures) and via low pressure into the permeable zone (blend of colloidal activated carbon mixtures). The activated carbon is responsible for the adsorption of contaminants, whereas the reactive amendments degrade adsorbed contaminants. Depending on the contaminants present, the activated carbon can be of various porosity, and the reactive amendments can consist of zero-valent iron, nutrients, electron acceptors, calcium peroxide, etc. The retention of contaminants in the activated carbon matrix allows for a longer residence time for contaminants subjected to degradation by reactive amendments. This technology is used primarily for the treatment of petroleum hydrocarbons as well as chlorinated solvents.

Sources:

Implementation of the technology

In situ adsorption technology includes the installation of a permeable wall made from trenches or boreholes. In this case, the following steps should be considered:

  • Mobilization, access to the site and setting up temporary facilities.
  • Drilling or trenching.
  • Installation of a wall of adsorbent materials (dissolved contamination).
  • Installation of beds of adsorbent materials (gaseous contamination).
  • Renewal or replacement of adsorbent materials.

With regard to in situ adsorption via the combination of activated carbon and amendments, the following steps should be considered:

  • Mobilization, access to the site and setting up temporary facilities.
  • The injection of activated carbon and amendments mixture.
  • Renewal or replacement of adsorbent materials if required.

Additional factors to consider when implementing the technology are:

  • The type of contaminant.
  • The adsorbent.
  • The size and number of beds of adsorbent materials (gaseous contamination).
  • Chemical and/or biological amendments.
  • Activated carbon porosity.
  • The regeneration/disposal method if required.
  • The length of time the adsorbent can be used before regeneration/disposal.

Materials and Storage

The materials required for the installation of the permeable walls or the injection zone are progressively put in place on-site during construction. Once the systems are installed, minimal amounts of material are stored on-site.

Residues and Discharges

The installation of wells or trenches generally requires drilling or excavation activities in contaminated areas. This results in the handling of contaminated soils that will have to be removed off-site.

When the use of the technology is no longer required, following the excavation of the system, few residues remain on the site. The system can, however, be built with the intention of leaving the materials in place indefinitely. Solid residues can also be generated when the system is replaced or repaired (trench-derived materials, for example).

The treated water as well as the gaseous effluents migrating through the absorbent constitute the two main discharges of the system. The quality of these discharges must be monitored to ensure the efficiency of the system.

Recommended analyses for detailed characterization

Chemical analysis

  • pH
  • Alkalinity
  • Conductivity
  • Cation exchange capacity (CEC)
  • Contaminant concentrations present in the following phases:
    • dissolved
    • vapour

Physical analysis

  • Temperature
  • Contaminant adsorption coefficient
  • Soil granulometry

Recommended trials for detailed characterization

Chemical trials

  • Laboratory adsorption testing

Other information recommended for detailed characterization

Phase II

  • Contaminant delineation (area and depth)
  • Presence of receptors:
    • presence of potential environmental receptors
    • presence of above and below ground infrastructure
    • the risk of off-site migration

Phase III

  • Soil stratigraphy
  • Identification of preferential pathways for contaminant migration
  • Characterization of the hydrogeological system including:
    • the direction and speed of the groundwater flow
    • the hydraulic conductivity
    • the seasonal fluctuations
    • the hydraulic gradient
  • Hydrogeological modelling

Notes:

Laboratory testing may be required to verify the efficiency of the adsorbent for a given concentration of an organic compound or to select the most effective adsorbent.

Applications

  • Treatment of dissolved and gaseous phase contamination
  • Effective especially for organic contaminants
  • May apply for certain metals and chlorinated solvents

Applications to sites in northern regions

In situ adsorption is possible in northern regions, however, remote sites require greater mobilization, resulting in higher on-site monitoring costs. Equipment availability is limited and work windows are relatively short.

The use of this technology in northern regions has advantages over conventional water treatments in remote northern areas, which do not have access to utilities or local labour for operation and maintenance. The system must be adapted to the climate and consider factors such as deep soil freeze and frost heave. Since the technology does not include complex equipment or materials, or regular maintenance, there is less risk of equipment breakdown by cold temperature or labour requirements.

Treatment type

Treatment type
Treatment typeApplies or Does not apply
In situ
Applies
Ex situ
Does not apply
Biological
Does not exist
Chemical
Does not exist
Control
Does not exist
Dissolved contamination
Applies
Free Phase
Does not exist
Physical
Applies
Residual contamination
Does not exist
Resorption
Applies
Thermal
Does not exist

State of technology

State of technology
State of technologyExist or Does not exist
Testing
Does not exist
Commercialization
Exist

Target contaminants

Target contaminantsApplies, Does not apply or With restrictions
Aliphatic chlorinated hydrocarbons
Applies
Chlorobenzenes
Applies
Explosives
With restrictions
Metals
With restrictions
Monocyclic aromatic hydrocarbons
Applies
Non metalic inorganic compounds
With restrictions
Pesticides
Applies
Petroleum hydrocarbons
Applies
Phenolic compounds
Applies
Policyclic aromatic hydrocarbons
Applies
Polychlorinated biphenyls
Applies

Treatment time

Treatment time
Treatment timeApplies or Does not apply
Less than 1 year
Does not apply
1 to 3 years
Does not apply
3 to 5 years
Does not apply
More than 5 years
Applies

Long-term considerations (following remediation work)

In situ adsorption via a permeable wall can be used for many years and no restoration, as a result of the remediation process, would likely be necessary. However, the proper operation and maintenance of the technology must be ensured, as precipitation and fouling could lead to adsorbent usage over time and decrease the efficiency of the technology.

For the technology using activated carbon and amendments, there is limited data on the long-term effectiveness of the treatment. Further evaluation is needed for this technology, such as the possibility of salting-out the adsorbed contaminants in the long term in the case where the adsorbent material is left in place following the treatment.

A monitoring system must be put in place to ensure the quality of the effluent at the exit of the system or downgradient.

Secondary by-products and/or metabolites

No secondary by-products are formed by the adsorption procedure.

When the adsorption technology is combined with biological amendments to stimulate the degradation of the adsorbed compounds, degradation by-products are likely to be generated.

Limitations and Undesirable Effects of the Technology

  • Adsorbent maintenance (regeneration or periodic removal of materials).
  • Large surface areas are not suitable for gas effluent treatment by adsorption.
  • Activated carbon for gas treatment is less effective in the presence of high air humidity.
  • Not efficient for inorganic non-metallic compounds.
  • For in situ adsorption with activated carbon and amendments, there is little data available on the long-term effectiveness of the treatment. The technology needs to be further evaluated.

Complementary technologies that improve treatment effectiveness

In the case of contamination with volatile organic compounds, technologies such as sparging and volatilization are often used in combination with the in situ adsorption system.

Required secondary treatments

In some cases, the adsorbent may be regenerated, such as activated carbon which can be regenerated by heating in the presence of organic contamination.

Application examples

The following websites provide application examples:

Performance

The performance of an adsorption system varies according to the type of adsorbent used, the characteristics specific to the contaminated site and the target contaminants.

Measures to improve sustainability or promote ecological remediation

  • Optimization of the calendar to promote the sharing of resources and reduce the number of days of mobilization.
  • Optimization of the permeable wall configuration to reduce the amount of adsorbent to put in place.
  • Use of recyclable reactive materials.
  • Use telemetry for remote monitoring of site conditions and limit the number of visits.

Potential impacts of the application of the technology on human health

Main Exposure Mechanisms

Applies or Does Not Apply

Monitoring and Mitigation

Dust

Does not apply (minor during construction)

N/A

Atmospheric/Steam Emissions—Point Sources or Chimneys

Don’t apply

N/A

Atmospheric/Steam Emissions—Non-point Sources

Apply

Source, perimeter or receptor monitoring

Air/steam—by-products

Does not apply

N/A

Runoff

Does not apply

N/A

Groundwater—displacement

Applies

Modelling permeable wall effects, monitoring groundwater migration and monitoring gradient changes.

Groundwater—chemical/ geochemical mobilization

Applies

Modelling permeable wall effects, monitoring groundwater migration and monitoring gradient changes.

Groundwater—by-product

Applies

Contaminant behaviour and transport modelling, model validation, water quality monitoring and pilot testing.

Accident/Failure—damage to public services

Applies

File checks and licensing prior to excavation or drilling, development of excavation procedures and emergency response.

Accident/Failure—leak or spill

Does not apply

N/A

Accident/Failure—fire or explosion

Does not apply

N/A

Other—Manipulation of contaminated soils

Applies in the case of a renewal or repair of the adsorption system

Risk review, development of accident and emergency response plans, monitoring and inspection of unsafe conditions.

References

Author and update

Composed by : Mahaut Ricciardi-Rigault, M.Sc., MCEBR

Updated by : Karine Drouin, M.Sc., National Research Council

Updated Date : June 8, 2016

Latest update provided by : Nathalie Arel, P.Eng., M.Sc., Christian Gosselin, P.Eng., M.Eng. and Sylvain Hains, P.Eng., M.Sc., Golder Associés Ltée

Updated Date : March 22, 2019

Version:
1.2.5