Corrugated leaching chamber
View Patent ↗A continuous curve arch shape cross section leaching chamber made of molded thermoplastic has closely spaced corrugations and sidewalls which are perforated with slots which slope downwardly, running from interior to exterior of the chamber. The slot height and or wall thickness vary with slot clevation from the base, to achieve a desired minimum Soil Threshold Angle in the slots, where said Angle parameter relates to resistance to entry of surrounding soil. Slotted wall thickness is less than about two times the thickness of the basic chamber wall thickness elsewhere. The chamber has properties and performance approximating prior art chambers, but has substantially less normalized weight and total weight.
1. An arch shape cross section leaching chamber having a base, a top, and opposing sidewalls running upwardly from the base to the top, comprising:
a portion of sidewall running curvingly upward from proximity of the base toward the top of the chamber; and
a plurality of perforations in the sidewall portion, spaced apart upwardly along the side-wall, for flowing water from within the chamber to the exterior of the chamber, the perforations shaped as horizontal slots and sloped downwardly from the chamber interior to the chamber exterior;
wherein each slot has an opening height which is the vertical distance between the top and bottom surfaces of the perforation at the exterior surface of the sidewall; and wherein the opening heights of said plurality of slot perforations increases; with elevation from the base;
and, wherein sidewall portion thickness varies with elevation from the base.
2. The chamber of claim 1 , wherein the opposing sidewalls of the chamber have similar perforation heights and sidewall thicknesses.
3. The chamber of claim 1 , wherein the Soil Threshold Angle (STA) of said plurality of perforations is substantially similar; wherein Soil Threshold Angle is the angle between a horizontal line and a straight line running from the top outside edge of a perforation to the bottom inside edge of the perforation.
4. The chamber of claim 3 , wherein the Soil Threshold Angle (STA) is less than about 30 degrees.
5. The chamber of claim 1 , buried in soil for use; wherein the Soil Threshold Angle (STA) of each perforation is less than the Repose Angle (RA) of said soil.
6. The chamber of claim 1 , wherein the Soil Threshold Angle (STA) of said plurality of perforations is less than about 26 degrees.
7. The chamber of claim 1 , wherein the chamber is comprised of peak and valley corrugations having a peak to peak pitch of less than about 8 inch.
8. The chamber of claim 1 , wherein the upper part of the sidewall is thicker than the lower part of the sidewall.
9. The chamber of claim 1 , wherein said sidewall portion thickness decreases with elevation.
10. The chamber of claim 1 , wherein the perforation opening height or sidewall thickness changes progressively with increasing elevation from the base.
11. The chamber of claim 1 , wherein the perforations are outward flaring slots.
12. The chamber of claim 1 , wherein the chamber further comprises:
other sidewall portions having no perforations; wherein the thickness of said perforated sidewall portion is less than two times greater than the basic thickness of the said other sidewall portions having no perforations.
13. The chamber of claim 12 , wherein said basic thickness of said other sidewall portions having no perforations is about 0.1 inch or less.
14. The chamber of claim 1 , wherein the perforations are inwardly flaring slots; wherein the exterior opening heights of the slots range from 0.07 to 0.09 inch; wherein the perforated sidewall portion thickness ranges from about 0.12 to 0.19 inch; and, wherein the basic wall thickness is about 0.09 inch.
15. A method for providing an arch shape cross section leaching chamber with a plurality of upwardly spaced apart sidewall horizontal slot perforations, each perforation having a Soil Threshold Angle (STA) which is equal to or less than a predetermined value, wherein Soil Threshold Angle is the angle between a horizontal line and a straight line running from the top outside edge of a perforation to the bottom inside edge of the perforation, wherein each perforation has an opening height which is the vertical spacing between the top and bottom surfaces of a perforation at the exterior surface of a sidewall, wherein the chamber has a base, a top, and opposing sidewalls running upwardly along a curve from the base to the top, which comprises: varying the sidewall thickness and perforation opening height as a function of perforation elevation from the base of the chamber.
16. The method of claim 15 , wherein said predetermined value of Soil Threshold Angle (STA) is equal or less than the angle of repose of soil for which the chamber use is intended.
17. The method of claim 15 , wherein said predetermined value of Soil Threshold Angle (STA) is 26 degrees.
18. In an arch shape cross section leaching chamber made of molded thermoplastic, of the type having a base, a top, opposing sidewalls running curvingly upwardly from the base to the top, and corrugations comprising peaks and valleys and connecting webs; wherein portions of the sidewalls at the peaks and valleys thereof have horizontal slot perforations spaced apart upwardly along the sidewall, the improvement which comprises: slot perforations having opening heights which vary progressively with elevation from the base in combination with sidewall thickness which varies progressively with elevation from the base; wherein said perforation opening height is the vertical spacing between the top and bottom surfaces of a perforation at the exterior surface of a sidewall; and, wherein the average wall thickness for the perforated portions of the sidewall is less than about 2.5 times the thickness of the average wall thickness of unperforated other portions of the chamber.
19. The chamber of claim 18 , wherein the slot perforations all have a Soil Threshold Angle (STA) of no more than about 26 degrees; wherein Soil Threshold Angle is the angle between a horizontal line and a straight line running from the top outside edge of a perforation to the bottom inside edge of the perforation.
20. The chamber of claim 19 , wherein corrugations have a pitch spacing of 6 to 7 inch.