Total suspended solids reduction system

Abstract

A modular system for reducing the total suspended solids of waste, including scum, sludge and water layers, includes a plurality of chambers each being connected in succession by a corresponding one of a plurality of flow pipe segments including an inlet segment, an outlet segment and at least one middle segment, wherein the waste enters the septic tank via the inlet segment and is transferred between each of the plurality of chambers via the at least one middle segment; a corrugated flow pipe in fluid flow communication with the outlet segment; and the corrugated flow pipe being sized and configured for use as a settling zone for removal of a portion of the total suspended solids and wherein an amount of water from the water layer within the chamber adjacent the outlet segment enters the corrugated flow pipe and passes through the outlet segment.

Claims

1. A modular system for reducing the total suspended solids of waste, including a scum layer, a sludge layer and a water layer, in a septic tank, the modular system comprising: a plurality of chambers each being defined by a perimeter wall, each of the plurality of chambers being connected in succession by a corresponding one of a plurality of flow pipe segments; the plurality of chambers being sized and configured to hold the waste, including the scum layer, the sludge layer and the water layer; the plurality of flow pipe segments including an inlet segment, an outlet segment and at least one middle segment, wherein the waste enters the septic tank via the inlet segment and is transferred between each of the plurality of chambers via the at least one middle segment; a corrugated flow pipe in fluid flow communication with the outlet segment, the corrugated flow pipe being located in the chamber adjacent the outlet segment; wherein the corrugated flow pipe is a spiralized corrugated flow pipe; the outlet segment being located above the corrugated flow pipe; and the corrugated flow pipe being sized and configured for use as a settling zone for removal of a portion of the total suspended solids and wherein an amount of water from the water layer within the chamber adjacent the outlet segment enters the corrugated flow pipe and passes through the outlet segment.

2. The modular system for reducing the total suspended solids of waste as recited in claim 1 wherein the corrugated flow pipe is at least thirty feet in length.

3. The modular system for reducing the total suspended solids of waste as recited in claim 1 further comprising and aerator and diffusor in the chamber adjacent the outlet segment.

4. A modular system for reducing the total suspended solids of waste, including a scum layer, a sludge layer and a water layer, in a septic tank, the modular system comprising: a plurality of chambers each being connected in succession by a corresponding one of a plurality of flow pipe segments including an inlet segment, an outlet segment and at least one middle segment, and wherein the waste enters the septic tank via the inlet segment and is transferred between each of the plurality of chambers via the at least one middle segment; a corrugated flow pipe in fluid flow communication with the outlet segment; wherein the corrugated flow pipe is a spiralized corrugated flow pipe; the outlet segment being located above the corrugated flow pipe; and the corrugated flow pipe being sized and configured for use as a settling zone for removal of a portion of the total suspended solids and wherein an amount of water from the water layer within the chamber adjacent the outlet segment enters the corrugated flow pipe and passes through the outlet segment.

5. The modular system for reducing the total suspended solids of waste as recited in claim 4 wherein the corrugated flow pipe is a spiralized corrugated flow pipe.

6. The modular system for reducing the total suspended solids of waste as recited in claim 4 further comprising and aerator and diffusor in the chamber adjacent the outlet segment.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

(1) For a fuller understanding of the nature of the present invention, reference should be made to the following detailed description, taken in conjunction with the accompanying drawings in which:

(2) FIG. 1 illustrates a side elevational view illustrating a schematic diagram of the system for reducing the total suspended solids according to one embodiment; and

(3) FIG. 2 illustrates a side elevational view illustrating a schematic diagram of the system for reducing the total suspended solids according to one embodiment.

(4) Like reference numerals refer to like parts throughout the several views of the drawings.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS

(5) Referring to the drawings, the system 10 for reducing the total suspended solids includes the following distinct elements: a plurality of chambers 12 an inlet segment 16 an outlet segment 18 at least one middle segment 20 corrugated flow pipe 28
Importantly, various embodiments of the modular system for reducing the total suspended solids of waste in a septic tank 100 may include variations of the above elements.

(6) Referring to FIGS. 1 and 2, the modular system 10 for reducing the total suspended solids of waste in a septic tank 100 includes a plurality of chambers 12 each being defined by a perimeter wall 14. Each chamber 12 is connected in succession by a respective flow pipe segment, including an inlet segment 16, an outlet segment 18, and at least one middle segment 20. The waste includes a scum layer 22, a sludge layer 24, and a water layer 26. The water layer 26 within the chamber 12 closest to the outlet segment 18 passes through a corrugated flow pipe 28 attached to the outlet segment 18 of the septic tank 100. In one embodiment, the total length of the corrugated flow pipe is at least thirty (30) feet in length. The corrugated flow pipe 28 is configured for use as a settling zone for removal of a portion of the remaining suspended solids before going into the drain field via the outlet of the septic tank 100.

(7) A preferred embodiment of the corrugated flow pipe 28, as shown in FIG. 1, is a spiralized corrugated flow pipe 28. The longer the distance that the TSS travels before exiting the tank results in reduced amounts of total suspended solids in the drain field water.

(8) Referring now to FIG. 2, for improved removal of the suspended solids, an aerator 30 and diffusor 32 may be included for operation near the bottom of the chamber 12 adjacent the outlet segment 18.

(9) As discussed above, the system 10 serves to reduce the amount of nitrogen and phosphorus in the waste (water) that exits the septic tank and enters the drain field. Any reduction of these two elements reduces the amount of these pollutants in the surface and ground water.

(10) While the present invention has been shown and described in accordance with several preferred and practical embodiments, it is recognized that departures from the instant disclosure are contemplated within the spirit and scope of the present invention.