# US 5,345,034 A · Containment of subsurface contaminants

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- Number: US 5,345,034 A
- Document ID: US5345034A
- Status: Granted
- Kind: A
- Application number: 08/012,864
- Filed: 1993-02-03
- Granted: 1994-09-06
- Earliest claimed: 1993-02-03
- Assignees: The United States of America as represented by the United States Department of Energy
- Inventors: John C. Corey
- Web page: https://patentgrep.com/patent/US5345034A

## CPC

- E21B 43/00: Methods or apparatus for obtaining oil, gas, water, soluble or meltable materials or a slurry of minerals from wells (applicable only to water E03B)
- B09C 1/005: {Extraction of vapours or gases using vacuum or venting}
- E02D 3/00: Improving or preserving soil or rock, e.g. preserving permafrost soil (securing of slopes or inclines E02D17/20; damming or interrupting passage of underground water E02D19/12; improving soil for agricultural purposes A01; soil stabilisation for road building or like purposes E01C21/00, E01C23/10; setting rock anchoring bolts E21D)
- E21B 43/305: {comprising at least one inclined or horizontal well}
- B09C 2101/00: In situ
- E21B: EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- B09C: RECLAMATION OF CONTAMINATED SOIL (gatherers for removing stone or the like from the soil A01B43/00; sterilising soil by steam A01G11/00; removing undesirable matter, e.g. rubbish, from the land E01H15/00)
- E02D: FOUNDATIONS; EXCAVATIONS; EMBANKMENTS (specially adapted for hydraulic engineering E02B); UNDERGROUND OR UNDERWATER STRUCTURES {(tunnels, tunnelling, mining E21)}

## Abstract

A barrier for reducing the spread of a plume of subsurface contaminants. The apparatus includes a well system for injecting a fluid, such as air, just outside and below the periphery of the plume. The fluid is injected at a pressure sufficient to lower the hydraulic conductivity of the soil from the point of injection to the surface thus establishing a curtain-like barrier to groundwater movement. The barrier is established upgradient of the plume to divert groundwater away, or preferably completely around the plume to reduce the flow of groundwater into or out of the plume. The barrier enables the remediation of the confined contamination and then, when the injection of the fluid is halted, the barrier quickly dissipates.

## Claims

### Claim 1

A method for reducing the flow of groundwater into a region of soil from adjacent soil below the surface of the earth, said method comprising the step of injecting a fluid into said adjacent soil at a pressure sufficient to reduce the hydraulic conductivity of said adjacent soil so that groundwater flow through said adjacent soil is substantially reduced, said fluid percolating to the surface through said adjacent soil thereby forming a curtain of low hydraulic conductivity adjacent to and outside said region, said curtain substantially reducing groundwater flow from said adjacent soil into said region.

### Claim 2 (depends on 1)

The method as recited in claim 1, further comprising the step of establishing a well system in said adjacent soil having at least a portion that is substantially horizontal, said horizontal portion being below and just outside said region.

### Claim 3 (depends on 1)

The method as recited in claim 1, wherein said region is defined by a plume of contamination and further comprising the step of establishing a well system between said plume and said source of groundwater so that said groundwater in said adjacent soil flows substantially around but not through said plume.

### Claim 4 (depends on 1)

The method as recited in claim 1, wherein said region is defined by a plume of contamination and said method further comprises the step of establishing a series of wells around said plume in said adjacent soil so that groundwater flow into or out of said plume is reduced.

### Claim 5 (depends on 1)

The method as recited in claim 1, further comprising the step of monitoring the flow of said groundwater into said region, and wherein said injecting step further comprises the step of increasing the rate of fluid injection in said adjacent soil until said groundwater flow into said region is reduced.

### Claim 6 (depends on 1)

The method as recited in claim 1, wherein said region is defined by a plume of contamination and said method further comprises the steps of:
establishing a well system in said adjacent soil having at least a portion that is substantially horizontal, said horizontal portion being below and just outside said plume; and
monitoring the flow of said groundwater into said plume from said adjacent soil,
said injecting step further comprising the step of increasing the rate of fluid injection into said adjacent soil until said groundwater flow into said plume is reduced.

### Claim 7

A temporary barrier to groundwater flow into a region of soil below the earth's surface from adjacent soil, said region defined by a plume of contamination, said barrier formed by the process comprising the steps of:
injecting a fluid into said adjacent soil below and outside said plume at a pressure sufficient to reduce the hydraulic conductivity of said adjacent soil so that groundwater flow through said adjacent soil is substantially halted, said fluid percolating to the surface through said adjacent soil thereby forming a curtain a low hydraulic conductivity in said adjacent soil outside said plume, said curtain substantially reducing groundwater flow from said adjacent region into said region; and
continuing said fluid injection until said contamination can be remediated.

### Claim 8 (depends on 7)

The temporary barrier as recited in claim 7, said process further comprising the step of establishing a well system in said adjacent soil having at least a portion that is substantially horizontal, said horizontal portion being below and just outside said region.

### Claim 9 (depends on 7)

The temporary barrier as recited in claim 7, said process further comprising the step of establishing a well system in said adjacent soil between said plume and said source of groundwater so that said groundwater flows substantially around but not through said plume.

### Claim 10 (depends on 7)

The temporary barrier as recited in claim 7, said process further comprising the step of establishing a series of wells around said plume so that groundwater flow into or out of said plume in said adjacent soil is reduced.

### Claim 11 (depends on 7)

The temporary barrier as recited in claim 7, wherein said fluid is an inert gas.

### Claim 12 (depends on 7)

The temporary barrier as recited in claim 7, wherein said fluid is air.

### Claim 13

A method for remediating a plume of contaminants in soil through which groundwater flows into said plume from adjacent soil, said method comprising the steps of:
injecting air into said adjacent soil below and outside said plume at a pressure sufficient to reduce the hydraulic conductivity of said adjacent soil so that groundwater flow through said adjacent soil is substantially halted, said air percolating to the surface through said adjacent soil thereby forming a curtain of low hydraulic conductivity in said adjacent soil adjacent to said plume, said curtain substantially reducing groundwater flow from said adjacent soil into said plume;
removing said contaminants; and then
halting said injection of said air.

### Claim 14 (depends on 13)

The method as recited in claim 13, further comprising the step of establishing a well system having at least a portion that is substantially horizontal, said horizontal portion being below and just outside said plume.

### Claim 15 (depends on 13)

The method as recited in claim 13, further comprising the step of establishing a well system between said plume and said source of groundwater so that said groundwater in said adjacent soil flows substantially around but not through said plume.

### Claim 16 (depends on 13)

The method as recited in claim 13, wherein said method further comprises the step of establishing a series of wells around said plume in said adjacent soil for injecting said air in such a way that groundwater flow into or out of said plume is reduced.

### Claim 17 (depends on 13)

The method as recited in claim 13, further comprising the step of monitoring the flow of said groundwater into said plume, and wherein said injecting step further comprises the step of increasing the rate of air injection until said groundwater flow into said plume is reduced.

### Claim 18 (depends on 13)

The method as recited in claim 13, wherein said method further comprises the steps of:
establishing a well system in said adjacent soil that is substantially horizontal, said horizontal portion being below and just outside said plume; and
monitoring the flow of said groundwater into said plume from said adjacent soil,
said injecting step further comprising the step of increasing the rate of fluid injection into said adjacent soil until said groundwater flow into said plume is reduced.

### Claim 19 (depends on 13)

The method as recited in claim 13, wherein said removing step further comprises a step selected from the group consisting of excavating, bioremediating, fixating, air stripping, and pumping said contaminants from said soil.