Wastewater treatment system and methods

US2016009580A1 · US · A1

Patent metadata
FieldValue
Publication numberUS-2016009580-A1
Application numberUS-201514795419-A
CountryUS
Kind codeA1
Filing dateJul 9, 2015
Priority dateJul 11, 2014
Publication dateJan 14, 2016
Grant date

How to read this patent

A practical reading order for non-experts. Skip the full description unless you need deep technical detail.

  1. Title

    What the patent document calls the invention.

  2. Abstract

    A short plain-language summary of the technical disclosure.

  3. Assignees and inventors

    Who owns or filed the patent and who is credited as inventor.

  4. Key dates

    Filing, priority, publication, and grant dates set the timeline.

  5. First independent claim

    The legal scope of protection — read this for what is actually claimed.

  6. CPC / IPC classifications

    Technology tags used to group this patent with similar filings.

  7. Citations and related patents

    Prior art links and similar publications in this corpus.

Abstract

Official abstract text for this publication.

The instant disclosure is directed towards methods of treating wastewater and related systems, where the system includes: an aerated zone comprising media (e.g. with sufficient surface area and porosity to sustain microbial growth and retain bacteria) and a non-aerated zone comprising compost, wherein the system is configured to remove emulsified oil (e.g. and grease) from a wastewater stream.

First claim

Opening claim text (preview).

What is claimed is: 1 . A method of treating wastewater, comprising: flowing a wastewater stream comprising an emulsified oil content of not greater than 3500 mg/L through a chamber at a hydraulic retention time of not greater than 5 days, the chamber comprising: a bottom and at least one sidewall, an influent end and an effluent end in liquid communication with a control volume in the tank, wherein the control volume is configured to retain the wastewater stream, the chamber comprising: an aerated zone and a non-aerated zone; wherein the aerated zone includes: a media configured to provide a surface for microorganisms to adhere to, wherein the media has an average surface area of not greater than 2.0 cm2/g; wherein the media comprises a porosity of not greater than 50%; wherein the non-aerated portion includes compost; treating the wastewater in the chamber via the two zones to remove at least 85% of emulsified oil & grease from the wastewater stream to provide a treated water stream; and discharging the treated water stream from the chamber. 2 . The method of claim 1 , wherein the hydraulic retention time is from 0.5 days to 5 days. 3 . The method of claim 1 , wherein the hydraulic retention time is not greater than 0.5 days. 4 . The method of claim 1 , wherein the media has an average surface area of not greater than 2.0 cm 2 /g. 5 . The method of claim 1 , wherein the media comprises a porosity of at least 25% porosity to not greater than 50% porosity. 6 . The method of claim 1 , wherein the chamber comprises an engineered wetland. 7 . The method of claim 1 , wherein the engineered wetland is a subsurface flow wetland. 8 . The method of claim 1 , wherein the aerated zone is configured with an aeration system. 9 . The method of claim 8 , wherein the aeration system is configured to provide oxygen-containing air to the wastewater in the aerated zone. 10 . The method of claim 1 , wherein treating further comprises treating via at least one of: the microorganisms in the aerated portion; adsorption onto the media; the microorganisms in the compost portion; and adsorption onto the compost; and combinations thereof. 11 . The method of claim 1 , wherein the wastewater comprises a pH of 6.5 to not greater than 8.5. 12 . The method of claim 1 , wherein the method comprises directing the water through a second zone of aerobic media. 13 . The method of claim 1 , wherein prior to the discharging step, the method comprises: directing the polished wastewater stream through a sensor zone, where the sensor is configured to measure the oil content in the water. 14 . The method of claim 1 , wherein the system is configured to operate in cold weather conditions. 15 . The method of claim 1 , wherein the method comprises removing at least 90% of PCBs from the wastewater stream. 16 . The method of claim 15 , wherein the method comprises removing an average of 95% of PCBs from the wastewater stream. 17 . The method of claim 1 , wherein the method comprises removing up to 92% of COD. 18 . The method of claim 1 , wherein the method is configured to treat wastewater having an influent COD of 11,000 mg/L. 19 . The method of claim 1 , wherein the method comprises removing up to 95% of oil and grease. 20 . The method of claim 1 , wherein the method comprises removing oil from a wastewater stream to below 20 ppm. 21 . The method of claim 1 , wherein the method comprises removing at least 50% ammonia from the wastewater stream. 22 . The method of claim 1 , wherein the method is configured to reduce water toxicity. 23 . The method of claim 1 , wherein the chamber includes baffles in the first portion/zone. 24 . The method of claim 1 , wherein the chamber includes baffles in the second portion/zone. 25 . A method, comprising: flowing wastewater having a first emulsified oil content of not greater than 3500 mg/L through an aerated zone having media therein, wherein via the aerated zone a portion of the emulsified oil is removed to provide a cleaned water stream; flowing the cleaned water stream having a second emulsified oil content through a non-aerated zone having compost therein, wherein the second emulsified oil content is lower than the first emulsified oil content, wherein via the non-aerated zone of compost a portion of the emulsified oil in the cleaned water stream is removed to provide a polished water stream, the polished water stream comprising a third emulsified oil content, wherein the third emulsified oil content is lower than the second emulsified oil content; and discharging a polished water stream from the non-aerated zone. 26 . The method of claim 25 , wherein prior to the discharging step, the method comprises: directing the polished wastewater stream through a sensor zone, where the sensor is configured to measure the oil content in the water. 27 . The method of claim 26 , wherein the sensor is configured with a control system, wherein the control system is configured to redirect the water through a feedback loop to remove additional oil and grease.

Assignees

Inventors

Classifications

  • C02F3/30Primary

    Aerobic and anaerobic processes · CPC title

  • using anaerobic contact processes · CPC title

  • using inorganic sorbents · CPC title

  • using natural organic sorbents or derivatives thereof · CPC title

  • using anaerobic baffled reactors · CPC title

Patent family

Related publications grouped by family.

External sources

Frequently asked questions

Answers are generated from the same data shown on this page.

What does patent US2016009580A1 cover?
The instant disclosure is directed towards methods of treating wastewater and related systems, where the system includes: an aerated zone comprising media (e.g. with sufficient surface area and porosity to sustain microbial growth and retain bacteria) and a non-aerated zone comprising compost, wherein the system is configured to remove emulsified oil (e.g. and grease) from a wastewater stream.
Who is the assignee on this patent?
Alcoa Inc
What technology area does this patent fall under?
Primary CPC classification C02F3/30. Mapped technology areas include Chemistry & Metallurgy.
When was this patent published?
Publication date Thu Jan 14 2016 00:00:00 GMT+0000 (Coordinated Universal Time) (A1). Legal status and post-grant events are not shown on this page.
What related patents are in patentsdb?
We list 8 related publications on this page (citations in our corpus or others sharing the same primary CPC).