Cellular landfill process and apparatus

• US 5,201,609 A
• Filed: 07/23/1991
• Issued: 04/13/1993
• Est. Priority Date: 07/23/1991
• Status: Expired due to Fees

• Current Assignee: Johnson Researach and Development Company Incorporated
• Original Assignee: Johnson Researach and Development Company Incorporated
• Inventors: Johnson, Paul H.
• Primary Examiner(s): CORBIN, DAVID
• Application Number:
  US07/734,796
• Time in Patent Office: 630 Days
• Field of Search: 405/36, 405/50, 405/128, 405/129, 405/258, 405/270, 588/249, 588/259
• US Class Current: 405/129.7
• CPC Class Codes: B09B 1/00 Dumping solid waste
• CPC Class Codes: E02D 31/002 Ground foundation measures for protecting the soil or subsoil water, e.g. preventing or counteracting oil pollution not used, see subgroups and E02D31/00

Abstract

The present invention is directed to a process and apparatus wherein municipal refuse, and many other types of solid waste, are disposed of in a landfill repository that maintains them in a dry state indefinitely. This eliminates most environmental and many cost problems. The principal design feature of this landfill is its cellular internal structure, which has rows of contiguous, rectangular water- and gas-tight cells that are built on top of one another to form a high, multi-layered structure. These cells are simultaneously constructed and filled with solid waste in a series of short, incremental wall berm construction and filling steps on a one-cell-at-a-time basis in the top layer of the landfill. The sides of the structure and the tops of the cells in the top layer are continuously protected from rain infiltration by impervious covers, and uncontaminated rain waters, leachates, leakage, and gases are separately withdrawn from the system on a cell-by-cell basis by an internal plumbing and monitoring system. Biodegradation is used in cells in the top layer to produce methane gas.

Claims

1. A method of disposing of waste comprising the steps of:

(a) providing an impermeable base at a predetermined landfill site;

(b) constructing upon the impermeable base a plurality of berms and thereby defining in a cell-by-cell manner a plurality of conterminous waste-containing cells with common berms between adjacent waste-containing cells;

(c) constructing an overlying plurality of berms and thereby defining in a cell-by-cell manner a plurality of conterminous waste-containing cells in overlying relationship to the waste-containing cells disposed on the impermeable base;

(d) installing means for removing fluids from at least two levels in each waste-containing cell;

(e) filling the waste-containing cells with waste;

(f) providing in a cell-by-cell manner an impermeable cover for the waste-containing cells; and

(g) providing in a cell-by-cell manner impermeable side coverings for the waste-containing cells.

2. The method of claim 1 wherein the step of providing an impermeable base comprises the steps of compacting the soil of the landfill site, providing an impervious clay layer over the compacted soil and providing an impermeable liner over the impervious clay layer.

3. The method of claim 1 wherein the step of providing an impermeable base comprises establishing the base over and around an existing landfill.

4. The method of claim 1 wherein the step of providing an impermeable base comprises establishing a horizontal base.

5. The method of claim 1 wherein the step of providing an impermeable base comprises establishing a sloped base.

6. The method of claim 1 wherein the steps of constructing berms comprises constructing berms that project above a top level of the waste-containing cells thereby providing top peripheral berms around the waste-containing cells.

7. The method of claim 1 wherein the steps of constructing a plurality of berms comprises the step of constructing a plurality of triangular-shaped berms.

8. The method of claim 1 wherein the steps of constructing a plurality of berms comprises the step of constructing a plurality of trapezoidal-shaped berms.

9. The method of claim 1 wherein the steps of constructing a plurality of berms comprises the step of providing impermeable walls.

10. The method of claim 1 wherein the step of providing an impermeable cover comprises the step of providing a temporary cover.

11. The method of claim 1 wherein the step of providing an impermeable cover comprises the step of providing a permanent cover.

12. The method of claim 1 wherein the step of providing an impermeable cover comprises the step of covering each filled waste-containing cell independently with an impermeable material.

13. The method of claim 1 wherein the step of installing means for removing fluid from the waste-containing cells further comprises the step of removing fluid from each waste-containing cell independent of the other waste-containing cells.

14. The method of claim 1 wherein the step of installing means for removing fluid from the cells further comprises the step of removing at least one member selected from the group consisting of rain water, snowmelt water, gases, leachate, and leakage.

15. The method of claim 1 wherein the step of installing means for removing fluids comprises the step of installing perforated and unperforated piping.

16. The method of claim 15 wherein the step of installing perforated piping comprises the step of installing vertical perforated piping.

17. The method of claim 1 wherein steps b) through e) are repeated, thereby resulting in a horizontal layer of filled waste-containing cells.

18. The method of claim 1 wherein steps c) through g) are repeated, thereby resulting in a multiplicity of overlying layers of filled waste-containing cells.

19. The method of claim 18 further comprising the step of separating the waste-containing cells in overlying layers from the waste-containing cells in underlying layers by an impermeable material.

20. The method of claim 1 further comprising the step of providing at least one access road.

21. The method of claim 20 further comprising the step of providing one or more access roads between waste-containing cells.

22. The method of claim 20 wherein the step of providing at least one access road comprises providing access roads on the sides of the landfill connecting with access roads that transect the landfill.

23. The method of claim 1 further comprising the step of providing a dry state in the waste-containing cells.

24. The method of claim 1 further comprising the step of providing biodegradation in the waste-containing cells.

25. The method of claim 24 wherein the step of providing biodegradation further comprises the step of temporarily covering the waste-containing cells during the biodegradation.

26. The method of claim 24 wherein the step of providing biodegradation in the waste-containing cells comprises the step of applying a physical process to the waste-containing cells.

27. The method of claim 26 wherein the step of applying a physical process to the waste-containing cells comprises at least one process selected from the group consisting of:

applying a vacuum to the waste-containing cells;

loading waste in piles in preselected active areas on a horizontal top surface of the waste-containing cells;

covering waste-containing cells with netting;

wet compacting of waste-containing cells;

dry compacting of waste-containing cells;

selective removal of hazardous wastes in thin horizontal layers within the waste-containing cells;

periodic wetting of the waste-containing cells;

selective withdrawal of gases from the waste-containing cells; and

dewatering of slurried wastes in the waste-containing cells.

28. The method of claim 24 wherein the step of providing biodegradation in the waste-containing cells comprises the step of providing a chemical process in the waste-containing cell.

29. The method of claim 28 wherein the step of providing a chemical process in the waste-containing cells comprises at least one process selected from the group consisting of:

biodegradation;

gas production;

leaching;

dissolution;

reprecipitation; and

neutralization.

30. The method of claim 1 wherein the step of filling the waste-containing cells with waste comprises filling the cells with at least one type of waste selected from the group consisting of solid waste, liquid waste, slurried waste, ore tailings, industrial compounds, chemically-contaminated materials, radioactively-contaminated materials, municipal waste, beach sands, manure, septic tank pumpings, sewage sludge, petroleum products, salts, medical wastes, asbestos, and hazardous wastes.

31. The method of claim 1 further comprising the step of monitoring the waste-containing cells.

32. The method of claim 27 further comprising the step of providing a soil-vegetative layer over the impermeable cover.

33. The method of claim 1 wherein step d) comprises the step of filling one waste-containing cell at a time with waste.

34. The method of claim 1 wherein step d) further comprises the step of simultaneously constructing other waste-containing cells while filling a waste-containing cell with waste.

35. The method of claim 1 wherein step b) further comprises the step of constructing exterior and interior waste-containing cell walls on an incremental berm basis.

36. The method of claim 1 wherein step e) comprises the step of continuously and completely covering waste-containing cells during construction and filling of other waste-containing cells.

37. A system for disposing of waste comprising:

an impermeable base disposed at a predetermined landfill site;

a plurality of berms defining a plurality of conterminous waste-containing cells upon said impermeable base, with common berms between adjacent said waste-containing cells;

an overlying plurality of berms defining an overlying plurality of conterminous waste-containing cells;

means for removing fluids from at least two levels in said waste-containing cells; and

impermeable top and side covers for said waste-containing cells.

38. The system of claim 37 wherein said impermeable base comprises compacted soil of the landfill site, an impervious clay layer over said compacted soil, and an impermeable liner over said impervious clay layer.

39. The system of claim 37 wherein said impermeable base is disposed above an existing landfill.

40. The system of claim 37 wherein said impermeable base is horizontally disposed.

41. The system of claim 37 wherein said impermeable base is sloped.

42. The invention of claim 37 wherein said berms project above a top level of said waste-containing cells thereby providing top peripheral berms around said waste-containing cells.

43. The system of claim 37 wherein said plurality of berms comprises triangular-shaped berms.

44. The system of claim 37 wherein said plurality of berms comprises trapezoidal-shaped berms.

45. The system of claim 37 further comprising impermeable walls.

46. The system of claim 37 wherein said impermeable cover comprises a temporary cover.

47. The system of claim 37 wherein said impermeable cover comprises a permanent cover.

48. The system of claim 37 wherein each filled waste-containing cell comprises an independent impermeable material.

49. The system of claim 37 wherein said fluid removing means comprises means for removing fluid from each waste-containing cell independent of said other waste-containing cells.

50. The invention of claim 37 wherein said fluid removing means comprises means for removing at least one member selected from the group consisting of rain water, snowmelt water, gases, leachate, and leakage.

51. The system of claim 37 wherein said fluid removing means comprises perforated and unperforated piping.

52. The system of claim 45 wherein said perforated piping comprises vertical perforated piping.

53. The system of claim 37 wherein said plurality of waste-containing cells are disposed in a horizontal layer.

54. The system of claim 37 wherein said plurality of waste-containing cells are disposed in overlying layers.

55. The system of claim 48 further comprising an impermeable material between said overlying layers.

56. The system of claim 37 further comprising at least one access road.

57. The system of claim 50 comprising at least one access road between waste-containing cells.

58. The system of claim 50 comprising access roads on the sides of the landfill connecting with access roads that transect the landfill.

59. The system of claim 37 wherein said waste-containing cells are in a dry state.

60. The system of claim 37 wherein said waste-containing cells are biodegraded.

61. The system of claim 60 wherein said waste-containing cells are temporarily covered.

62. The system of claim 60 wherein said waste-containing cells are wetted.

63. The system of claim 37 wherein said waste-containing cells are filled with at least one type of waste selected from the group consisting of solid waste, liquid waste, ore tailings, industrial compounds, chemically-contaminated materials, radioactively-contaminated materials, municipal waste, beach sands, manure, septic tank pumpings, sewage sludge, petroleum products, salts, medical wastes, asbestos, and hazardous wastes.

64. The system of claim 37 further comprising means for monitoring said waste-containing cells.

65. The system of claim 37 further comprising a soil-vegetative layer over said impermeable cover.