Water retention and aeration treatment method for contaminated water

US12091341B2 · US · B2

Patent metadata
FieldValue
Publication numberUS-12091341-B2
Application numberUS-202418601115-A
CountryUS
Kind codeB2
Filing dateMar 11, 2024
Priority dateSep 11, 2019
Publication dateSep 17, 2024
Grant dateSep 17, 2024

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  1. Title

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  2. Abstract

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  3. Assignees and inventors

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  4. Key dates

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  5. First independent claim

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  6. CPC / IPC classifications

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  7. Citations and related patents

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Abstract

Official abstract text for this publication.

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

Opening claim text (preview).

The invention claimed is: 1. A water retention and aeration treatment method for contaminated water comprising carbonaceous and nitrogenous compounds, comprising: retaining the contaminated water in a tank to settle solids present in the contaminated water and allowing oil and grease to rise to the surface of the contaminated water; skimming the oil and grease from the surface of the contaminated water; and aerating the contaminated water to form a pre-treated water; passing the pre-treated water through a water treatment system to obtain an effluent having a reduced content of the carbonaceous and nitrogenous compounds relative to the contaminated water; wherein the water treatment system comprises: a waste water treatment structure, a discharge tank downstream and in fluid communication with the waste water treatment structure; wherein the waste water treatment structure comprises 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, and an aeration tank under the first second and third fabric layers and the first and second filler 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 aeration tank, geotextile fabric layers and the filler layers are vertically stacked within a housing, and wherein the waste water treatment structure is configured such that contaminated water proceeds sequentially through the aeration tank, 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 method of claim 1 , wherein the water treatment system further comprises: a fourth geotextile fabric layer; and a third filler layer comprising plastic particles, arranged between the third and fourth geotextile fabric layers. 3. The method of claim 1 , wherein the first, second, and/or third geotextile fabric layer of the water treatment structure, independently has a thickness in a range of from 1 to 10 mm.

Assignees

Inventors

Classifications

  • using solar energy · CPC title

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

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

  • Aerobic and anaerobic treatment in the same reactor · CPC title

  • comprising septic tanks combined with a filter · CPC title

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What does patent US12091341B2 cover?
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…
Who is the assignee on this patent?
Univ Imam Abdulrahman Bin Faisal
What technology area does this patent fall under?
Primary CPC classification C02F3/04. Mapped technology areas include Chemistry & Metallurgy.
When was this patent published?
Publication date Tue Sep 17 2024 00:00:00 GMT+0000 (Coordinated Universal Time) (B2). Legal status and post-grant events are not shown on this page.
What related patents are in patentsdb?
We list 1 related publication on this page (citations in our corpus or others sharing the same primary CPC).