Waste water treatment system using aerobic granular sludge gravity-driven membrane system

Patent metadata

Field	Value
Publication number	US-12378142-B2
Application number	US-201917295625-A
Country	US
Kind code	B2
Filing date	Nov 19, 2019
Priority date	Nov 20, 2018
Publication date	Aug 5, 2025
Grant date	Aug 5, 2025

Abstract

Described herein is aerobic granular sludge gravity-driven membrane system, methods of making and using thereof are described. The aerobic granular sludge (AGS) integrated with a gravity-driven membrane (GDM) filtration system is an energy efficient wastewater treatment system that takes advantage of AGS reactor systems integrated with gravity-driven membrane system to reduce membrane fouling and produce microbiologically and chemically safe water. The AGS-GDM system includes at least an AGS reactor tank containing raw wastewater and granular sludge and a membrane tank including one or more gravity-driven membrane(s).

First claim

We claim:

1. A wastewater treatment system comprising an aerobic granular sludge (AGS) tank coupled to a gravity-driven membrane (GDM) tank comprising one or more gravity-driven membrane(s), wherein the one or more gravity-driven membrane(s) forms a membrane unit that is attached to the bottom or near the bottom of the GDM tank, and
wherein the AGS tank and the GDM tank are integrated in a single vessel and divided by a barrier, and the AGS tank and the GDM tank are configured such that when in use, an effluent overflows unidirectionally from the AGS tank into the GDM tank via the top of the GDM tank, wherein effluent cannot flow from the GDM tank into the AGS tank.

2. The system of claim 1 , further comprising: (a) an influent tank, a sludge tank, a treated water tank, and/or a control unit; (b) a first air blower connected to the bottom of the GDM tank, and optionally an air diffusor in the GDM tank linked to the first air blower, and/or (c) an influent pump operatively connected to the AGS tank, optionally the AGS tank is connected to the influent pump through a second pipe at the bottom of the AGS tank.

3. The system of claim 2 , wherein the AGS tank is connected to the sludge tank through a third pipe, and wherein the third pipe is located at between 25% to 60%, between 30% to 60%, between 40% to 60%, between 40% to 50%, between 45% to 65%, or between 45% to 55% of the height of the AGS tank.

4. The system of claim 2 , wherein: (a) the influent tank contains raw wastewater or primarily treated raw water; (b) the treated water tank contains non-potable and indirect potable water; (c) the control unit comprises a graphical program to measure, record, control and regulate parameters in the AGS reactor tank, influent tank, membrane tank, and treated water tank; (d) the control unit comprises an influent pump switch, an air pump/blower switch, a tank level switch, controls to regulate culture parameters, and/or controls to operate the sequential operational modes in the AGS reactor tank; and/or (e) the treated water tank is connected to the membrane unit through a fourth connector.

5. The system of claim 1 , wherein: (a) the membrane unit includes single or multiple modules optionally, the modules comprise flat sheet or hollow fiber modules; (b) the one or more gravity-driven membrane(s) are porous membrane(s) made of inorganic or organic porous materials; and/or (c) the GDM tank has a height in the range between 1 to 2 meters, between 1 to 3 meters, between 1 to 4 meters, between 1 to 5 meters, between 1 to 6 meters, between 1 to 7 meters, between 1 to 8 meters, between 1 to 9 meters, or between 1 to 10 meters.

6. The system of claim 5 , wherein: (a) the inorganic or organic porous materials are ceramic or polymer based materials; (b) the porous membrane has a pore size is between 0.001 μm to 1 μm, between 0.01 μm to 0.1 μm, 0.01 μm to 0.5 μm, 0.01 μm to 1 μm, 0.1 μm to 1 μm, 0.5 μm to 1 μm; and/or (c) wherein the membrane unit is in a plane parallel to the plane of the bottom of the GDM tank.

7. The system of claim 6 , wherein the inorganic or organic porous materials are cellulose acetate, polyvinylidene fluoride, polyvinyl chloride, polyacrylonitrile, polypropylene, polyethylene, polysulfone, polyether sulfone, or polytetrafluoroethylene, or combinations thereof.

8. The system of claim 1 , wherein: (a) the GDM tank further comprises a level transmitter; (b) the AGS reactor tank has a height in the range between 1 to 2 meters, between 1 to 3 meters, between 1 to 4 meters, between 1 to 5 meters, between 1 to 6 meters, between 1 to 7 meters, between 1 to 8 meters, between 1 to 9 meters, or between 1 to 10 meters; and/or (c) the AGS tank comprises air diffusors linked to a second air blower.

9. The system of claim 1 , further comprising one or more sensors and/or one or more actuators for controlling operational parameters.

10. A method of making the wastewater treatment system of claim 1 comprising:
dividing a vessel with said barrier into the AGS tank and the GDM tank and
attaching the membrane unit to the bottom or near the bottom of the GDM tank.

11. The method of claim 10 , further comprising: (a) attaching an air pump/blower at the bottom of the AGS tank; (b) attaching one or more sensors and/or one or more actuators for controlling culture parameters in the AGS tank; (c) connecting an influent tank containing wastewater and sludge to an influent pump; (d) connecting the influent pump to the bottom of the AGS reactor tank via a second pipe; (e) connecting a sludge tank through a third pipe to the AGS reactor tank at between 40% to 60% of the height of the AGS reactor tank; (f) connecting the membrane unit to the treated water tank through a fourth pipe.

12. A method of using the wastewater treatment system of claim 1 comprising:
(i) cultivating aerobic granular sludge in the AGS tank, and
(ii) filtering the effluent in the membrane tank using said one or more gravity-driven membrane(s) to produce permeate.

13. The method of claim 12 , wherein: (a) the aerobic granular sludge in the AGS tank is cultured using a sequential batch reactor (SBR) system; (b) in step (i), the aerobic granular sludge aggregates to a diameter greater than 0.20 mm; (c) the effluent flows from the top of the AGS tank into the GDM tank, and flows through the membrane unit attached at the bottom of the GDM tank; and/or (d) the filtration is driven by the water head pressure above the membrane unit.

14. The method of claim 12 , wherein step (i) comprises:
(1) feed,
(2) aeration,
(3) settling, and
(4) draw;
wherein the aerobic granular sludge aggregates to a diameter greater than 0.20 mm during the feed step, the aeration step, the settling step, and/or the draw step.

15. The method of claim 14 , wherein: (a) the aeration step maintains the oxygen level in the wastewater in the tank between 0.2 to 5 mg/l, between 0.2 to 0.5 mg/l, between 0.2 to 1.5 mg/l, between 0.2 to 2 mg/l, between 0.2 to 2.5 mg/l, between 0.2 to 3 mg/l, between 0.2 to 3.5 mg/l, between 0.2 to 4 mg/l, between 0.2 to 4.5 mg/l, between 0.5 to 5 mg/l, between 1 to 5 mg/l, between 1.5 to 5 mg/l, between 2 to 5 mg/l, between 2.5 to 5 mg/l, between 3 to 5 mg/l, between 3.5 to 5 mg/l, or between 4 to 5 mg/l; (b) in the aeration step, air or oxygen is pumped into the AGS tank from the bottom of the tank by an air pump; (c) the settling step allows the granular biomass to settle in the AGS tank for between 3 to 5 minutes, between 3 to 6 minutes, between 3 to 7 minutes, between 3 to 8 minutes, between 3 to 9 minutes, between 3 to 10 minutes, between 5 to 10 minutes, between 5 to 15 minutes, or between 5 to 30 minutes; (d) the feed step fills the AGS tank with wastewater and sludge by pumping from the bottom with an upward velocity of less than 5 m/h without further mixing or aeration; (e) the steps (1)-(4) are repeated in the same order; and/or (f) step (1) and step (4) are performed simultaneously, substantially simultaneously, or sequentially.

16. The method of claim 12 , further comprising pumping air or oxygen into the GDM tank from the bottom of the tank for production of air bubbles for scouring porous membrane (bio) foulants.

Assignees

• Univ King Abdullah Sci & Tech

Inventors

• Ali Muhammad
• Katuri Krishna Prasad
• Saikaly Pascal Elias

Classifications

• Y02W10/10

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

• B01D2325/0283

  Pore size · CPC title

• C02F2303/20

  Prevention of biofouling · CPC title

• C02F2301/04

  Flow arrangements · CPC title

• C02F2209/42

  Liquid level · CPC title