Leaching chamber having high leaching area to weight ratio

• US 7,465,122 B2
• Filed: 03/12/2007
• Issued: 12/16/2008
• Est. Priority Date: 10/01/2003
• Status: Expired due to Term

• Current Assignee: Infiltrator Water Technologies, LLC
• Original Assignee: Infiltrator Systems Incorporated (Infiltrator Water Technologies, LLC)
• Inventors: Coppes, Bryan A., Moore, Roy E. Jr., Burnes, James J., Brochu, Ronald P., Battye, John R.
• Primary Examiner(s): MAYO-PINNOCK, TARA LEIGH
• Application Number:
  US11/717,547
• Publication Number:
  US 20070231071A1
• Time in Patent Office: 645 Days
• Field of Search: 405/36, 405 43- 46, 405/48, 405/49, 138/105, 138/121, 138/128
• US Class Current: 405/43
• CPC Class Codes: E03F 1/003 via underground elongated vaulted elements

Abstract

A continuous curve arch shape cross section leaching chamber made of molded thermoplastic has closely spaced corrugations and sidewalls, portions of which are perforated with horizontal slots. Either or both of the slot height and the local wall thickness of the sidewall portion which defines the slots may vary with slot elevation from the base. The chambers are free of interior and exterior strengthening ribs. They provide high interior storage volume and high leaching area in combination with low mass or weight of plastic material. An exemplary 34 inch wide chamber has more than 1.5 cubic feet of water storage volume per foot, less than 4 pounds weight of thermoplastic material per foot, and at least 30 square inches of slot-provided leaching area per foot.

Claims

1. A corrugated arch shape cross section plastic leaching chamber adapted for burial within soil during use, to receive and contain waste water and to provide chamber leaching area for flow of said water into the soil surrounding the chamber, the chamber having a multiplicity of corrugations comprised of alternating peaks and valleys running transversely across the arch of the chamber cross section, which comprises:

a base;

a top; and

opposing sidewalls, running upwardly from opposing sides of the base to the top;

the sidewalls and top shaped so that the chamber has a continuous curve arch shape cross section;

the chamber having an interior cavity contained within the arch shape cross section, for receiving and holding waste water;

the chamber having a total chamber leaching area, for infiltrating waste water received within the interior cavity into soil surrounding the chamber;

wherein the total leaching area is comprised of a first fraction and a second fraction;

the chamber having an open bottom, characterized by the area lying between said opposing sides of the base, said open bottom area providing said first fraction of chamber leaching area;

portions of said sidewalls having a plurality of upwardly spaced apart horizontally-extending slots for flow of water from the interior of the chamber and through the thickness of the walls and into the surrounding soil;

each slot having a slot leaching area which is the smaller of the interior or exterior slot opening area;

wherein the summation of said slot leaching areas provide a second fraction of said chamber leaching area;

wherein other portions of said sidewalls and portions of the top are free of slots;

said other portions having an average thickness which is the basic thickness of the chamber;

the chamber having an interior volume of at least about 1.5 cubic feet per foot of chamber length;

the chamber having a chamber leaching area to weight ratio of greater than about 100 square inches per pound of chamber weight, wherein chamber leaching area is comprised of said first and second fractions; and

,

the chamber having a weight to length ratio of less than about 4 pounds per linear foot.

2. The chamber of claim 1 wherein the exterior opening heights of the slots are between about 0.07 to 0.09 inch;

and wherein the average thickness of the perforated portions of the sidewalls is between about 0.12 to 0.19 inch.

3. The chamber of claim 2, wherein said basic thickness of the chamber is about 0.1 inch or less.

4. The chamber of claim 1 wherein said side wall slots are flared inwardly.

5. The chamber of claim 1, wherein said basic thickness of the chamber is about 0.1 inch or less.

6. The chamber of claim 1 wherein the ratio of leaching area to weight ratio is about 125 square inches per pound or more.

7. The chamber of claim 1 wherein at least one of (a) opening heights of a plurality of slots with elevation of the slots from the base, or (b) thickness of the slotted portions of the sidewall with elevation from the base, varies with elevation from the base.

8. The chamber of claim 1 wherein both (a) opening heights of slots with elevation of the slots from the base and (b) thickness of the slotted portions of the sidewall vary with elevation from the base.

9. The chamber of claim 1 wherein the plastic of the chamber is polyethylene or polypropylene or a thermoplastic having a density in the range of 0.033-0.034 pounds per cubic inch.

10. The chamber of claim 1 wherein the center-to-center pitch of said peak corrugations is in the range of 6 to 8 inches.

11. The chamber of claim 10 wherein the pitch is between about 6 inches to about 7 inches.

15. The chamber of claims 1, 12 or 11, having a normalized section modulus of the chamber top, relative to the lengthwise centroid axis of at least 0.18 inch³ per inch of chamber length.

16. The chamber of claims 1, 12 or 11, having a strength sufficient to meet an H-10 rating of American Association of State Highway and Transport Officials (AASHTO), when tested according to procedures published by the International Association of Plumbing and Mechanical Officials.

21. The chamber of claim 1, 12 or 17 having a base width of about 34 inches, a height of about 13 inches.

12. A corrugated arch shape cross section plastic leaching chamber, for burial within soil during use, to receive and contain waste water and to provide chamber leaching area for flow of waste water into the soil surrounding the chamber, which comprises:

a base, for supporting the chamber on soil during use, comprised of opposing sides running lengthwise along the chamber, wherein the space therebetween defines an open bottom of the chamber;

a top, for supporting soil above the chamber when the chamber is buried for use; and

,

opposing sidewalls, running upwardly from the opposing sides of the base to the top, for supporting the top and for providing regions where water can flow from the interior to the exterior of the chamber;

the sidewalls and top shaped so that the chamber has a continuous curve arch shape cross section;

wherein the chamber has a multiplicity of corrugations comprised of alternating peaks and valleys running transversely across the arch of the chamber cross section;

wherein, the chamber is substantially free of strengthening ribs; and

wherein the center-to-center pitch of peak corrugations is substantially less than 12 inches;

the chamber having an interior cavity extending upwardly from the base to the top and along the length of the chamber;

the chamber having a total chamber leaching area, for infiltrating waste water received within the interior cavity into soil surrounding the chamber;

wherein the total leaching area is comprised of a first fraction and a second fraction; and

wherein said first fraction is provided by said open bottom;

said sidewalls having portions with a plurality of upwardly spaced apart and horizontally-extending slots, for flow of water from the interior of the chamber and through the thickness of the walls and into the surrounding soil during use;

each of said slots having a slot leaching area, wherein the summation of said individual slot leaching areas is said second fraction of said chamber leaching area;

said chamber having a basic thickness which is the average thickness of (a) any other portions of the sidewall where there are no slots and (b) the top;

wherein the plastic of the chamber is a thermoplastic;

wherein the chamber has (a) a leaching area to weight ratio of greater than about 90 square inches per pound and (b) an interior cavity volume per unit length of at least about 1.5 cubic feet per foot.

13. The chamber of claim 12 having a leaching area to weight ratio of at least about 100 square inches per pound.

14. The chamber of claim 12 having a leaching area to weight ratio of at least about 125 square inches per pound.

20. The chamber of claims 12, 17 or 14 wherein the thermoplastic of the chamber is polyethylene or polypropylene or a thermoplastic having a density in the range of about 0.033-0.034 pounds per cubic inch.

17. A corrugated arch shape cross section plastic leaching chamber for burial within soil during use, to receive and contain waste water and to provide chamber leaching area for flow of waste water into the soil surrounding the chamber, which comprises:

a base, for supporting the chamber on soil during use, comprised of opposing sides running lengthwise along the chamber, wherein the space therebetween defines an open bottom of the chamber;

a top, for supporting soil above the chamber when the chamber is buried for use; and

,

opposing sidewalls, running upwardly from opposing sides of the base to the top, for supporting the top and for providing regions where water can flow from the interior to the exterior of the chamber;

the sidewalls and top shaped so that the chamber has a continuous curve arch shape cross section;

wherein the chamber has a multiplicity of corrugations comprised of alternating peaks and valleys running transversely across the arch of the chamber cross section;

wherein, the chamber is substantially free of strengthening ribs; and

wherein the center-to-center pitch of peak corrugations is substantially less than 12 inches;

the chamber having an interior cavity extending upwardly from the base to the top and along the length of the chamber;

the chamber having a total chamber leaching area, for infiltrating waste water received within the interior cavity into soil surrounding the chamber;

wherein the total leaching area is comprised of a first fraction and a second fraction; and

wherein said first fraction is provided by said open bottom;

said sidewalls having portions with a plurality of vertically spaced and horizontally-extending slots, for flow of water from the interior of the chamber and through the thickness of the walls and into the surrounding soil during use;

each of said slots having a slot leaching area, wherein the summation of said individual slot leaching areas is said second fraction of said chamber leaching area;

the chamber having a basic thickness which is the average thickness of (a) any other portions of the sidewall where there are no slots and (b) the top;

wherein the plastic of the chamber is a thermoplastic;

wherein the chamber has (a) an interior volume per foot of length of at least about 1.5 cubic feet per foot and (b) a weight per linear foot of about 4 pounds or less.

18. The chamber of claim 17 having a weight per linear foot of about 3 pounds or less.

19. The chamber of claim 17 having a volume per unit length of at least about 1.7 cubic feet per foot of length.

22. A continuous curve arch shape cross section corrugated plastic leaching chamber comprised of a top, a base, and opposing sidewalls running upwardly from opposing sides of the base to the top, wherein the plastic of the chamber is polyethylene or polypropylene or a thermoplastic having a density in the range of about 0.033-0.034 pounds per cubic inch;

wherein the base has a width of about 34 inches;

wherein said opposing sidewalls comprise a multiplicity of horizontally spaced apart slots;

wherein the chamber has a leaching area per unit length of more than about 100 square inches per inch of length, and a weight of less than about 4 pounds per foot of chamber length.