Micron-Sized Adsorbent Barriers for Soil Contaminant Mitigation

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Solution Overview

Problem

Current soil remediation methods, such as stabilization/solidification, often fail to completely prevent contaminant leaching from treated soils, especially for contaminants with stringent cleanup targets, leading to potential environmental discharge.

Innovation Solution

A treatment methodology involving the application of micron-sized adsorbents and other additives to form a containment barrier at the interface between treated and surrounding soils, combined with in situ or ex situ treatment of the soil, to mitigate contaminant diffusion and leachability.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Object-generated harmful factors

If soil stabilization/solidification is used to remediate contaminated soils, then the contaminant mass discharging (leaching) is reduced, but the leaching is rarely eliminated entirely

Engineering Contradiction:
Improvecontaminant leachingVSAvoidcomplete containment effectiveness
Core Design Contradiction:
Object-generated harmful factorsVSReliability

Solution Approach 1:

The invention divides the containment approach into two distinct components: (1) bulk soil stabilization/solidification treatment applied to the contaminated soil matrix, and (2) an interfacial barrier layer applied specifically at the soil-surface or soil-soil interfaces. This segmentation allows each component to perform its optimized function - bulk treatment reduces overall contaminant availability while the interfacial layer provides the final barrier against leaching, together achieving complete containment where neither alone would suffice.

Inventive Principle:
Principle #1Segmentation

Solution Approach 2:

The invention applies different treatment qualities to different locations: the bulk soil receives stabilization/solidification treatment appropriate for the contaminant type and soil matrix, while the interfaces receive a specialized barrier layer with enhanced leaching resistance properties. This local quality differentiation ensures that the most critical areas (interfaces where leaching occurs) receive the most appropriate protection, maximizing overall containment effectiveness.

Inventive Principle:
Principle #3Local quality

2Object-generated harmful factors

If a layer of micron-sized adsorbents is placed at the interface between treated and surrounding soils, then contaminant diffusion is substantially mitigated, but the device complexity increases

Engineering Contradiction:
Improvecontaminant diffusionVSAvoidtreatment structure complexity
Core Design Contradiction:
Object-generated harmful factorsVSDevice complexity

Solution Approach 1:

The invention extracts the barrier function from the bulk soil treatment and places it specifically at the interfaces. By taking out the contaminant blocking function and concentrating it at the critical interface zones rather than distributing it throughout the entire soil volume, the solution achieves effective containment with reduced material requirements and simplified overall structure, while still providing robust protection against contaminant diffusion.

Inventive Principle:
Principle #2Taking out (Extraction)

Solution Approach 2:

The micron-sized adsorbent layer acts as an intermediary barrier at the interfaces between treated and surrounding soils. This intermediate layer mediates the interaction between the stabilized bulk soil and the surrounding environment, providing the final line of defense against contaminant diffusion while allowing the bulk soil treatment to focus on contaminant immobilization within the treated volume.

Inventive Principle:
Principle #24Intermediary (Mediator)

3Object-affected harmful factors

If stringent cleanup targets are applied to contaminants, then environmental protection is improved, but the remaining leachability compromises the success of S/S remedial approach

Engineering Contradiction:
Improveenvironmental contamination riskVSAvoidremediation success
Core Design Contradiction:
Object-affected harmful factorsVSReliability

Solution Approach 1:

The invention applies beforehand cushioning by placing the interfacial barrier layer in advance at all potential leaching pathways before any contaminant discharge can occur. This pre-positioned barrier provides a safety cushion that ensures even if the bulk soil treatment does not achieve complete immobilization, the interfacial layer will capture and retain contaminants, ensuring stringent cleanup targets are met and environmental protection is guaranteed.

Inventive Principle:
Principle #11Beforehand cushioning (Prior cushioning)

Applied Scientific Principles

This section explains which scientific principles are used to turn an abstract innovation direction into a practical engineering solution.

Function Achieved in This Case

The proposed method significantly reduces contaminant migration and leaching, forming an effective containment barrier that minimizes the risk of environmental contamination, even under extreme conditions.

Implementation Method 1

a layer of micron-sized adsorbents may be placed on least a portion of one or more interfaces defining the volume of treatment

Methodology Applied
Scientific EffectAdsorption: Adsorption

Implementation Method 2

the effects of the treatment methodology and micron-sized adsorbents, either alone or in combination, may operatively form a containment barrier that is operative to substantially mitigate the diffusion of contaminants

Methodology Applied
Scientific EffectDiffusion: Diffusion

Data Source

PatentUS20230364660A1Control of soil contaminant mass discharge with horizontal permeable colloidal sorbent barriers
Publication Date: 2023.11.16 REGENESIS BIOREMEDIATION PRODUCTS INC
  • US20230364660A1 patent drawing
  • US20230364660A1 patent drawing
  • US20230364660A1 patent drawing

AI summary

Methods of treating soil contained in a volume of treatment in an underground site and forming a containment barrier within an underground site are contemplated herein. A treatment methodology may be administered upon soil having previously been contained in the volume of treatment. Such a treatment methodology may include the application of an adsorbent to this soil. A layer of micron-sized adsorbents may also be placed on one or more interfaces surrounding the volume of treatment to form a containment barrier operative to mitigate diffusion of contaminants into or from the volume of treatment. Soil in the volume of treatment may be removed to allow for the methods contemplated herein to be performed more simply and effectively. The volume of treatment may then be refilled with a filler.