Open frozen barrier flow control and remediation of hazardous soil

• US 5,416,257 A
• Filed: 02/18/1994
• Issued: 05/16/1995
• Est. Priority Date: 02/18/1994
• Status: Expired due to Term

• Current Assignee: Duratek Services Inc (Rockwell Holdco, Inc.)
• Original Assignee: Westinghouse Electric Company LLC (Brookfield Asset Management Incorporated)
• Inventors: Peters, Raymond P.
• Primary Examiner(s): MAI, NGOCLAN THI
• Application Number:
  US08/198,758
• Time in Patent Office: 452 Days
• Field of Search: 588/17, 588/1, 588/20, 405/128, 405/130, 405/52, 405/80, 62/45.1
• US Class Current: 588/1
• CPC Class Codes: E02D 19/14 by freezing the soil in connection with sinking shafts E21D1/12

Abstract

Treatment of flowable underground contaminants comprises freezing at least one open underground barrier volume to form a wall (10) near the contaminated region (12) in the ground (14), where the wall (10) is positioned to direct the contaminant flow (16) along a subsurface path (18) and allow concentration of the contaminants and their remediation.

Claims

1. A method of treating flowable contaminants beneath a surface region in the ground comprising:

freezing at least one, open subsurface barrier volume of earth in the form of a wall structure near the contaminated region, and positioning the frozen barrier such that the flow of contaminants is directed along a predetermined, subsurface path causing concentration of contaminants.

2. The method of claim 1, where the barrier is frozen by use of passing a refrigerant medium through pipes in the earth within the volume of earth where the frozen subsurface barrier is desired.

3. The method of claim 1, where the flow of contaminants is outside of the frozen barrier.

4. The method of claim 1, where at least two barriers are frozen.

5. The method of claim 1, where remediation means are placed in the ground at or near a point of concentration, in order to remove the contaminants.

10. The method of claim 1, where the frozen barrier extends vertically to the top of an impervious strata layer.

11. The method of claim 1, where chemicals are pumped into the contaminated region near the frozen barrier in an amount effective to enhance migration of contaminants from the earth they permeate.

12. The method of claim 1, where groundwater is pumped into the contaminated area to cause enhanced contaminant migration.

13. The method of claim 1, where groundwater is withdrawn from the ground downstream of the flow of contaminants to induce contaminant migration.

6. A method of treating flowable contaminants beneath a surface region in the ground, characterized by:

(A) freezing a subsurface barrier volume of earth, having two end portions and a central portion, partly surrounding the contaminated region and vertically extending to an impervious strata layer;

(B) positioning the frozen barrier to allow a flow of contaminants within the subsurface barrier through an opening between the two end portions of the barrier in a manner to concentrate the contaminants; and

(C) concentrating the contaminants.

7. The method of claim 6, where the barrier is frozen by use of passing a refrigerant medium through pipes in the earth within the volume of earth where the frozen subsurface barrier is desired.

8. The method of claim 6, where the flow of contaminants is outside of the frozen barrier.

9. The method of claim 6, where remediation means are placed in the ground at or near the point of concentration, in order to remove the contaminants.