Aerobic Granular Sludge Membrane Filtration With Reduced Fouling

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Solution Overview

Problem

Conventional wastewater treatment systems, such as the activated sludge process and membrane bioreactors, face challenges including high energy consumption, membrane fouling, and inability to produce effluents meeting stringent water reuse standards, necessitating a more efficient and cost-effective solution.

Innovation Solution

A wastewater treatment system combining aerobic granular sludge (AGS) with a submerged gravity-driven membrane (GDM) system, which includes a separate or integrated AGS and GDM tank, utilizing gravity-driven filtration to produce high-quality effluent with minimal energy input and reduced fouling.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Use of energy by moving object

If conventional activated sludge process is used, then wastewater treatment can be achieved, but energy consumption is high (0.3-0.6 kWh per m3)

Engineering Contradiction:
Improveenergy consumptionVSAvoideffluent quality
Core Design Contradiction:
Use of energy by moving objectVSReliability

Solution Approach 1:

The system is divided into two distinct functional units: an aerobic granular sludge reactor for biological treatment and a gravity-driven membrane filter for physical separation. This segmentation allows each unit to operate optimally - the AGS reactor achieves efficient pollutant removal with lower energy input, while the GDM filter provides energy-free solid-liquid separation, collectively resolving the contradiction between energy consumption and effluent quality.

Inventive Principle:
Principle #1Segmentation

Solution Approach 2:

The gravity-driven membrane acts as an intermediary between the biological treatment process and the final effluent discharge. It mediates the separation of treated water from biomass without requiring external energy input, unlike conventional membrane bioreactors. This intermediary component enables the system to achieve high effluent quality while maintaining low energy consumption.

Inventive Principle:
Principle #24Intermediary (Mediator)

2Reliability

If membrane bioreactor technology is used, then effluent quality can be improved, but membrane fouling increases and energy consumption rises (0.62 kWh per m3)

Engineering Contradiction:
Improveeffluent qualityVSAvoidmembrane fouling
Core Design Contradiction:
ReliabilityVSObject-affected harmful factors

Solution Approach 1:

The harmful factor of membrane fouling is extracted and isolated from the main treatment process. The GDM filter is designed as a separate downstream unit that handles only the clarified effluent from the AGS reactor, not the mixed liquor containing high concentrations of biomass. This extraction of the fouling-prone environment allows the membrane to operate in a much cleaner condition, dramatically reducing fouling while maintaining effluent quality.

Inventive Principle:
Principle #2Taking out (Extraction)

Solution Approach 2:

Preliminary biological treatment and settling are performed in the AGS reactor before the effluent reaches the GDM filter. The aerobic granular sludge process naturally settles biomass effectively, pre-clearing the water and removing most particulate matter that would cause membrane fouling. This preliminary action protects the membrane from direct exposure to fouling agents, reducing maintenance needs and energy consumption for cleaning.

Inventive Principle:
Principle #10Preliminary action

3Ease of operation

If conventional activated sludge process is used, then treatment can be performed, but settling sludge characteristics are poor and floating sludge develops

Engineering Contradiction:
Improvesludge settling characteristicsVSAvoidbiomass separation
Core Design Contradiction:
Ease of operationVSReliability

Solution Approach 1:

The system changes the fundamental physical parameter of biomass structure from loose, flocculent activated sludge to dense, compact aerobic granules. This parameter change in sludge morphology fundamentally improves settling characteristics - granules settle rapidly and uniformly without the poor settling and floating issues that plague conventional activated sludge. The granular structure, maintained through specific reactor hydrodynamics, ensures reliable biomass separation.

Inventive Principle:
Principle #35Parameter changes

4Area of stationary object

If aerobic granular sludge technology is used, then footprint is reduced and operational cost decreases, but effluent contains suspended solids that cannot meet reuse standards

Engineering Contradiction:
ImprovefootprintVSAvoideffluent clarity
Core Design Contradiction:
Area of stationary objectVSReliability

Solution Approach 1:

The system replaces the mechanical energy-intensive conventional membrane filtration with a gravity-driven membrane filtration system. The GDM filter utilizes the natural hydrostatic pressure head from the water column above the membrane to drive filtration, substituting mechanical pumping with gravitational force. This substitution maintains effluent clarity by removing suspended solids while keeping the system compact and operationally simple, preserving the footprint advantages of AGS technology.

Inventive Principle:
Principle #28Mechanics substitution (Replace mechanical system)

Applied Scientific Principles

This section explains which scientific principles are used to turn an abstract innovation direction into a practical engineering solution.

Function Achieved in This Case

The AGS-GDM system efficiently removes pollutants, meeting stringent effluent quality standards with lower energy consumption and operational costs, producing water suitable for non-potable reuse applications.

Implementation Method 1

submerged gravity-driven membrane (GDM) system, which includes a separate or integrated AGS and GDM tank, utilizing gravity-driven filtration

Methodology Applied
Scientific EffectGravity-driven filtration: Gravitation

Implementation Method 2

organic matter is aerobically converted to biomass and carbon dioxide

Methodology Applied
Scientific EffectAerobic conversion: Aerobic Digestion

Implementation Method 3

filtering effluent from the AGS tank in the GDM tank

Methodology Applied
Scientific EffectPhysical filtration: Filter (physical)

Data Source

PatentUS20250353765A1Waste water treatment system using aerobic granular sludge gravity-driven membrane system
Publication Date: 2025.11.20 KING ABDULLAH UNIV OF SCI & TECH
  • US20250353765A1 patent drawing
  • US20250353765A1 patent drawing
  • US20250353765A1 patent drawing

AI summary

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).