Surface modification of zero valent iron material for enhanced reactivity for degrading chlorinated contaminants in water
US-2017334755-A1 · Nov 23, 2017 · US
US2018200765A1 · US · A1
| Field | Value |
|---|---|
| Publication number | US-2018200765-A1 |
| Application number | US-201615744358-A |
| Country | US |
| Kind code | A1 |
| Filing date | Jul 18, 2016 |
| Priority date | Jul 22, 2015 |
| Publication date | Jul 19, 2018 |
| Grant date | — |
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A method for installing an in situ, low-permeability temporary horizontal barrier at depth for vertical containment of a soil mass including installing a low permeability vertical barrier having walls located to contain a predetermined soil volume, the vertical barrier having a horizontal surface area in a plane perpendicular to its walls; and injecting low permeability reagents capable of forming a temporary horizontal barrier in a pattern suitable for creating a horizontal subsurface barrier joined to all of the vertical barrier walls to form an in situ barrier.
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What is claimed is: 1 . A method for installing an in situ, low-permeability temporary horizontal barrier at depth for vertical containment of a soil mass, the method comprising: installing a low permeability vertical barrier having a plurality of walls located to contain a predetermined soil volume, the vertical barrier having a horizontal surface area in a plane perpendicular to its walls; and injecting low permeability reagents capable of forming a temporary horizontal barrier in a pattern suitable for creating a horizontal subsurface barrier joined to all of the vertical barrier walls to form an in situ barrier. 2 . The method of claim 1 further comprising implementing quality assurance and validation procedures after installation of the in situ barrier. 3 . The method of claim 1 further comprising implementing remediation procedures. 4 . The method of claim 1 further comprising monitoring of the site. 5 . The method of claim 1 further comprising removing the horizontal barrier through application of a solution capable of dissolving the barrier. 6 . The method of claim 1 wherein the horizontal barrier degrades in a predefined duration due to environmental conditions. 7 . The method of claim 1 wherein the low permeability reagents capable of forming a horizontal barrier are selected from the group consisting of sodium bentonite, enzyme-induced calcite precipitation, biopolymers, guar, microorganisms, vegetable oil, polysaccharide polymers, and xanthan gum. 8 . A system for installing an in situ, low-permeability horizontal barrier for vertical containment of soil contaminants, the system comprising: a low permeability vertical barrier having a plurality of walls located to contain a predetermined soil volume, the vertical barrier having a horizontal surface area in a plane perpendicular to its walls; an injection tool including an injection channel and a plurality of distribution ports for boring into the predetermined soil volume and injecting low permeability reagents capable of forming a temporary horizontal barrier to create a horizontal subsurface barrier joined to all of the vertical barrier walls to form an in situ barrier, where the injection tool includes an injection channel and a plurality of distribution ports. 9 . The system of claim 8 further comprising implementing quality assurance and validation procedures after installation of the in situ barrier. 10 . The system of claim 8 further comprising implementing remediation procedures including the injection and mixing of remediation agents in the treatment zone during placement and/or retrieval of the injection tool. 11 . The system of claim 8 further comprising monitoring of the site. 12 . The system of claim 8 further comprising removing the horizontal barrier through application of a solution capable of dissolving the barrier. 13 . The system of claim 8 wherein the horizontal barrier degrades due to environmental conditions. 14 . The system of claim 8 wherein the low permeability reagents capable of forming a horizontal barrier are selected from the group consisting of sodium bentonite, enzyme-induced calcite precipitation, biopolymers, guar and xanthan gum. 15 . The system of claim 14 wherein the reagent comprises sodium bentonite having a dosage in solution in the range of 10% w/v to 20% w/v. 16 . The system of claim 14 wherein the reagent comprises xanthan gum having a dosage in solution in the range of 0.1% w/v to 1.0% w/v. 17 . The system of claim 14 wherein the reagent comprises guar gum having a dosage in solution in the range of 0.5% w/v to 3.0% w/v. 18 . A method for field deployment of an in situ, low-permeability horizontal barrier for vertical containment of soil contaminants comprising: transporting equipment and materials to a target site; installing material for forming a horizontal barrier using vertical or horizontal drilling; curing the in situ horizontal barrier; and installing a vertical barrier to laterally contain a predetermined soil volume. 19 . The method of claim 18 further comprising implementing quality assurance and validation. 20 . The method of claim 18 further comprising installing an optional monitoring system. 21 . The method of claim 1 wherein installing the vertical barrier comprises horizontal or direction drilling.
Ground foundation measures for protecting the soil or subsoil water, e.g. preventing or counteracting oil pollution (not used, see subgroups and E02D31/00) · CPC title
Injection of material · CPC title
In situ · CPC title
Bentonite, e.g. montmorillonite · CPC title
Guar, guar gum, guar flour, guaran, i.e. (beta-1,4) linked D-mannose units in the main chain branched with D-galactose units in (alpha-1,6), e.g. from Cyamopsis Tetragonolobus; Derivatives thereof · CPC title
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