# US 11,027,994 B2 · System and method for advanced oxidation of treated sewage effluent

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- Number: US 11,027,994 B2
- Document ID: US11027994B2
- Status: Granted
- Kind: B2
- Application number: 16/310,682
- Filed: 2017-06-19
- Published: 2019-08-15
- Granted: 2021-06-08
- Earliest claimed: 2016-06-17
- Assignees: Qatar Foundation for Education, Science and Community Development
- Applicants: Qatar Foundation for Education, Science and Community Development
- Inventors: Saad Y. Jasim; Jayaprakash Saththasivam; Kavithaa Loganathan
- Web page: https://patentgrep.com/patent/US11027994B2

## CPC

- C02F 1/52: by flocculation or precipitation of suspended impurities {(C02F1/463 takes precedence)}
- C02F 1/444: {by ultrafiltration or microfiltration}
- C02F 1/722: {Oxidation by peroxides}
- C02F 1/78: with ozone {(C02F1/4672 takes precedence)}
- C02F 9/00: Multistage treatment of water, waste water or sewage
- C02F 1/001: {Processes for the treatment of water whereby the filtration technique is of importance (C02F1/44 takes precedence; construction of filters in general B01D24/00 - B01D41/00)}
- C02F 1/40: Devices for separating or removing fatty or oily substances or similar floating material (cleaning or keeping clear the surface of open water from oil or like materials E02B15/04; devices in sewers for separating liquid or solid substances from sewage E03F5/14, e.g. for use in drains leading to the sewer E03F5/16)
- C02F 1/66: by neutralisation; pH adjustment (for degassing C02F1/20; using ion-exchange C02F1/42; for flocculation or precipitation of suspended impurities C02F1/52; for removing dissolved compounds C02F1/58)
- C02F 1/72: by oxidation {(C02F1/4672 takes precedence)}
- C02F 2101/305: {Endocrine disruptive agents}
- C02F: TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE (separation in general B01D; special arrangements on waterborne vessels of installations for treating water, waste water or sewage, e.g. for producing fresh water, B63J; adding materials to water to prevent corrosion C23F; treating radioactively-contaminated liquids G21F9/04; regeneration of reactants for recirculation into processes, see the relevant places for the processes)

## Abstract

A system and method for advanced oxidation (10) of treated sewage effluent provide additional treatment to treated sewage effluent (TSE) for reuse thereof. The method includes exposing TSE to ozone and hydrogen peroxide to oxidize contaminants; coagulating remaining waste in the TSE; flocculating the coagulated TSE; holding the flocculated treated sewage effluent in a settling tank for sedimentation; removing coarse suspended particles from the flocculated TSE by filtration after sedimentation; and removing fine suspended particles by ultrafiltration of the TSE after removing the coarse suspended particles. The system includes a chemical mixing tank (16); a homogenizing tank (22); an advanced oxidation process system (24); a rapid mixer; a flocculation tank (28); a sedimentation tank (32); a sand filter (34); and at least one ultrafiltration system (38), (36).

## Claims

### Claim 1

A method for post-treatment of treated sewage effluent, consisting of the steps of:
exposing treated sewage effluent to ozone and hydrogen peroxide to oxidize contaminants therein to provide a first decontaminated treated sewage effluent;
removing suspended particles from the first decontaminated treated sewage effluent, wherein the removal of particles consists of the steps of:
coagulating remaining waste in the treated sewage effluent,
flocculating the coagulated treated sewage effluent,
holding the flocculated treated sewage effluent in a settling tank for sedimentation to occur, wherein the sedimentation occurs for at least 30 minutes,
removing coarse suspended particles from the flocculated treated sewage effluent by a first filtration after sedimentation to provide a first filtered sewage effluent; and
removing fine suspended particles from the first filtered treated sewage effluent by a ceramic or polymer ultrafiltration to provide a second filtered treated sewage effluent.

### Claim 2

A system for post-treatment of treated sewage effluent, the system consists of:
(a) a preparation tank for receiving treated sewage effluent;
(b) an ozone injection system for adding ozone to an ozone contactor;
(c) a hydrogen peroxide dosing pump for adding hydrogen peroxide to the ozone contactor;
(d) a rapid mixer for coagulating the ozone-hydrogen peroxide treated sewage effluent;
(e) a flocculation tank for flocculating coagulated treated sewage effluent;
(f) a sedimentation tank for settling suspended particles from the flocculated treated sewage effluent;
(g) a sand filter for filtering the settled suspended particles;
(h) a ceramic or polymer ultrafiltration system for ultrafiltration of the filtered treated sewage effluent;
(i) an advanced oxidation process system for administration of a second treatment of ozone and hydrogen peroxide;
a system of conduits connecting (a) through (i).