Multi-layer geotextile-plastic particle water treatment

Patent metadata

Field	Value
Publication number	US-10961139-B1
Application number	US-201916567348-A
Country	US
Kind code	B1
Filing date	Sep 11, 2019
Priority date	Sep 11, 2019
Publication date	Mar 30, 2021
Grant date	Mar 30, 2021

Abstract

Water treatment structures may have at least a first geotextile fabric layer; a second geotextile fabric layer; a third geotextile fabric layer; a first filler layer with plastic particles, arranged between the first and second geotextile fabric layers; and a second filler layer with plastic particles, arranged between the second and third geotextile fabric layers, wherein the geotextile fabric layers and the filler layers are within a housing, and wherein the structure is configured such that contaminated water proceeds sequentially through the first geotextile fabric layer, the first filler layer, the second geotextile fabric layer, the second filler layer, and the third geotextile fabric layer. Methods of treating wastewater may involve passing wastewater, after optional oxygenating and pre-filtering, through such alternating layers of geotextile, preferably nonwoven, and polymer particles.

First claim

The invention claimed is:

1. A water treatment structure, comprising:
a first geotextile fabric layer;
a second geotextile fabric layer;
a third geotextile fabric layer;
a first filler layer comprising plastic particles, arranged between the first and second geotextile fabric layers; and
a second filler layer comprising plastic particles, arranged between the second and third geotextile fabric layers,
wherein the first, second, and/or third geotextile fabric layer comprises at least 75 wt. %, relative to total fabric layer weight, of a nonwoven fabric comprising at least 75 wt. %, relative to total nonwoven fabric weight, of polypropylene or polyethylene terephthalate,
wherein the geotextile fabric layers and the filler layers are contained within a housing, and
wherein the structure is configured such that contaminated water proceeds sequentially through the first geotextile fabric layer, the first filler layer, the second geotextile fabric layer, the second filler layer, and the third geotextile fabric layer.

2. The structure of claim 1 , further comprising:
a fourth geotextile fabric layer; and
a third filler layer comprising plastic particles, arranged between the third and fourth geotextile fabric layers.

3. The structure of claim 1 , wherein at least 90 wt. % of the plastic particles are solid plastic.

4. The structure of claim 1 , wherein the plastic particles comprise at least 50 wt. % recycled polymer, relative to total particle weight.

5. The structure of claim 1 , wherein the filler layers are packed with the plastic particles, such that the geotextile fabric layers require no further structural support within the housing.

6. The structure of claim 1 , having a weight per volume, without water and without the housing, of less than 1000 kg/m 3 .

7. The structure of claim 1 , wherein the first, second, and/or third geotextile fabric layer, independently has a thickness in a range of from 1 to 10 mm,
and/or
wherein the plastic particles having an average largest dimension in a range of from 5 to 60 mm.

8. A wastewater treatment system, comprising:
the water treatment structure of claim 1 ; and
a first separate space, separated by a barrier from the fabric layers and the filler layers, configured to allow an oxygenation of the contaminated water.

9. The system of claim 8 , further comprising:
a second separate space, separated by a barrier from the fabric layers and the filler layers, configured to collect effluent downstream of the water treatment structure.

10. The system of claim 8 , further comprising:
a recycle configured to feed effluent from downstream of the water treatment structure to a point upstream of the water treatment structure.

11. The system of claim 8 , further comprising:
a septic tank and/or a solids separation device, upstream of the water treatment structure.

12. The system of claim 1 , further comprising:
a device configured to remove organics lighter than water upstream of the water treatment structure.

13. The system of claim 1 , further comprising:
an aeration and/or oxygenation device, configured to introduce oxygen into the contaminated water upstream of the water treatment structure.

14. A method, comprising:
passing a contaminated water, comprising a carbonaceous and/or nitrogenous compound, at least once sequentially through a first geotextile fabric layer, a first filler layer comprising plastic particles, a second geotextile fabric layer, a second filler layer comprising plastic particles, a third geotextile fabric layer, a third filler layer comprising plastic particles, and a fourth geotextile fabric layer, to obtain an effluent exiting a final layer,
wherein the first filler layer is arranged between the first and second geotextile fabric layers,
wherein the second filler layer is arranged between the second and third geotextile fabric layers,
wherein the third filler layer is arranged between the third and fourth geotextile fabric layers, and
wherein the passing reduces a content of the carbonaceous and/or nitrogenous compound in the effluent, relative to the contaminated water.

15. The method of claim 14 , further comprising:
recycling the effluent for a second cycle of the passing.

16. The method of claim 14 , wherein the contaminated water is oxygenated to a dissolved oxygen content at least 3 mg/L.

Assignees

• Univ Imam Abdulrahman Bin Faisal

Inventors

• Yaman Cevat
• Aga Omer

Classifications

• Y02W10/37

  using solar energy · CPC title

• Y02W10/10

  Biological treatment of water, waste water, or sewage · CPC title

• C02F3/302

  Nitrification and denitrification treatment (C02F3/308 takes precedence) · CPC title

• C02F3/301

  Aerobic and anaerobic treatment in the same reactor · CPC title

• C02F3/104

  Granular carriers · CPC title