IP Library Granted Patent US 11,027,994
Granted Patent B2
US 11,027,994 · App. 16/310,682 · Granted Jun 8, 2021

System and method for advanced oxidation of treated sewage effluent

Inventors: Saad Y. Jasim (Doha, QA); Jayaprakash Saththasivam (Doha, QA); Kavithaa Loganathan (Doha, QA)
Assignee: QATAR FOUNDATION FOR EDUCATION, SCIENCE AND COMMUNITY DEVELOPMENT
C02F1/52C02F1/444C02F1/722C02F1/78C02F9/00C02F1/001C02F1/40C02F1/66C02F1/72
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Quick Facts
Patent No.
US 11,027,994
App. No.
16/310,682
Granted
Jun 8, 2021
Kind
B2
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 (19)

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.

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).

Assignments (2)
ASSIGNMENT OF ASSIGNOR'S INTEREST Recorded Jan 17, 2025
From: QATAR FOUNDATION FOR EDUCATION, SCIENCE & COMMUNITY DEVELOPMENT
To: HAMAD BIN KHALIFA UNIVERSITY
Reel/Frame 069936/0656 →
ASSIGNMENT OF ASSIGNOR'S INTEREST Recorded Apr 12, 2021
From: JASIM, SAAD Y.; SATHTHASIVAM, JAYAPRAKASH; LOGANATHAN, KAVITHAA
To: QATAR FOUNDATION FOR EDUCATION,SCIENCE AND COMMUNITY DEVELOPMENT
Reel/Frame 055895/0032 →
Continuity (2)
Provisional Application 62351900 · Jun 17, 2016
Related Publication 20190248681A1 · Aug 15, 2019