8b-membrane technology

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Zaini Ujang 1

Membrane Technology

Source: ZAINI UJANG

Universiti Teknologi Malaysia

Zaini Ujang 2

Why Membrane?

Zaini Ujang 3

Why Membrane?

Modular design, compact Small foot-print Continuous process, automation Good separation No phase and temperature change Easy for reuse, recycle

Zaini Ujang 4

Why Use Low-Pressure Membrane?

Low fouling problems Low compaction on membrane surface Less energy consumption Relatively easier cleaning procedure Relatively cheaper Relatively easier maintenance

Zaini Ujang 5

Fouling on Membrane Surface

Old UnderstandingOld UnderstandingPermeate

Zaini Ujang 6

Permeate flow decline in membrane operation

m3/h

Days

Zaini Ujang 7

Conventional Solution to Fouling Problem

Back washing

Mechanical cleaning

Chemical cleaning

Ultrasonic cleaning

Change membrane module

Engage membrane manufacturer

Zaini Ujang 8

New Solutions to BioFouling

Back washing

Chemical cleaning

Change membrane module

Biotech solution

Zaini Ujang 9

Fouling on Membrane Surface

Old UnderstandingOld UnderstandingPermeate

Fluid flow

Retente

Zaini Ujang 10

Biofouling on Membrane Surface

New UnderstandingNew UnderstandingPermeate

Zaini Ujang 11

Biofouling on Low-Pressure Membrane Surface

New UnderstandingNew UnderstandingPermeate

Biofilm

Zaini Ujang 12

Biofouling on High-Pressure Membrane

New UnderstandingNew UnderstandingPermeate

Biofilm

Zaini Ujang 13

Chemical Cleaning of Biofoulants

Permeate

Zaini Ujang 14

Backwash on Low-Pressure Membrane

New UnderstandingNew Understanding

Biofilm

Backwash

Zaini Ujang 15

Backwash on Low-Pressure Membrane

New UnderstandingNew Understanding

Biofilm

Backwash

Zaini Ujang 16

Backwash on Low-Pressure Membrane

New UnderstandingNew Understanding

Backwash (Plus Chemicals)

Zaini Ujang 17

Why Immersed Membrane?

Zaini Ujang 18

Why Immersed System?

Low pressure system Hybrid with biochemical processes Hybrid with chemical processes Less fouling problems Relatively easier cleaning procedure Less sludge or by-products production

Zaini Ujang 19

Conventional Membrane

Feed

Retente/Concentrate

Permeate

Zaini Ujang 20

Fig. Membrane plant for water treatment, Ogose Town, Japan

Zaini Ujang 21

Immersed Membrane

Aeration

Membrane

Feed

Permeate

Zaini Ujang 22

Immersed Membrane

(a) Flat Sheet Membrane (b) Hollow Fibre Membrane

Zaini Ujang 23

Zenon’s MF Hollow-Fibre Module

Zaini Ujang 24

Kubota’s MF Tubular (Ceramic)

Zaini Ujang 25

Immersed Membrane

Feed

Retente

Permeate

Zaini Ujang 26

Conventional Membrane

Feed

Retente/Concentrate

Permeate

Zaini Ujang 27

Membrane Bioreactor

Zaini Ujang 28

Membrane Bioreactor

Low pressure system Hybrid with biochemical processes Less fouling problems Relatively easier cleaning procedure Less sludge or by-products production

Zaini Ujang 29MBR Pilot Plants in Tokyo (a) Mitsubishi (b) KubotaMBR Pilot Plants in Tokyo (a) Mitsubishi (b) Kubota

BA

Zaini Ujang 30

MBR by Mitsubishi Rayon EngineeringMBR by Mitsubishi Rayon Engineering

Zaini Ujang 31

Mitsubishi Rayon Engineering MBR Mitsubishi Rayon Engineering MBR

Items Pilot Plant Conditions

Treatment Capacity (m3/d) 32-48

Type of filtration Continuous flow

Flux (m3/m2.d) Operating flux 0.5-0.7

Daily average 0.4-0.6

Intermittent operation (min) Operating: 8-12; Stop: 2

MLSS (g/L) 10

Air diffusion (m3/m2.s) 0.06

Retention time (h) 5.5 - 8.0

Recirculation ration 3

Zaini Ujang 32

Effluent of MBR from Mitsubishi Pilot PlantEffluent of MBR from Mitsubishi Pilot Plant

BOD < 10 mg/lSS < 5 mg/l

Treatedeffluent

Activated sludge

Feed

Zaini Ujang 33

Financial Comparison MBR with Conventional Activated SludgeFinancial Comparison MBR with Conventional Activated Sludge

Items MBR CAS

Sludge (m3/day) 0.069 0.963Operating cost* ($/day) 8.37 11.25Sludge treatment* ($/day0 34.65 48.3Running cost 72% 100%Space 30% 100%

* Price for electricity at US$0.075Source: MRC, 1997 (in Visvanathan et al., 2000)

Zaini Ujang 34

Terminology:

MBR Confusion?

Activated sludge membrane reactor (Yamamoto et al.)

Membrane process for biomass retention (Anderson et al., 1984)

Membrane separation bioreactor (Yamamoto et al.)

Integrated type membrane separation activated sludge (Takeuchi et al., 1990)

Membrane bioreactors (most authors)

Zaini Ujang 35

Why MBR for Industrial Wastewater Treatment?

Small foot print Concentrate sludge Reduce sludge disposal Better solid-liquid separation

Zaini Ujang 36

Problems Associated of Activated Sludge System

Maintaining young sludge Separation between sludge-supernatant Foaming Bulking Large foot print for clarifiers

Zaini Ujang 37

Why MBR for Wastewater Treatment?

Effluent

SludgeReturn sludge

Primary clarifier Secondary clarifier

Bioreactor

Activated Sludge SystemActivated Sludge System

Sludge

Zaini Ujang 38

MBR for Wastewater Treatment

Effluent

SludgeReturn sludge

Primary clarifier Membrane Unit

Bioreactor

Activated Sludge Membrane SystemActivated Sludge Membrane System

Sludge

Zaini Ujang 39

MBR for Wastewater Treatment

Effluent

Bioreactor

Activated Sludge Membrane System

Influent

Zaini Ujang 40

Features of Membrane Application in Biological Wastewater Treatment

Solid/liquid separation

Aeration

Dialysis

Zaini Ujang 41

Features of Membrane Application in Biological Wastewater Treatment

Solid/liquid separation

External membrane Immersed membrane

Zaini Ujang 42

Features of Membrane Application in Biological Wastewater Treatment

Aeration

Diffuse/fine bubble aeration Diffuse aeration &biofilm

Oxygen/airOxygen/air

Zaini Ujang 43

Features of Membrane Application in Biological Wastewater Treatment

Dialysis

Recycling biomedium contains extracted priority pollutants

Effluent

Membranemodule

Nutrients

Influent

Extraction of priority pollutantsExtraction of priority pollutants

Zaini Ujang 44

MBR for Wastewater Treatment

Organic removal

Nitrification-denitrification

Phosphorus removal

Zaini Ujang 45

MBR for Wastewater Treatment

Effluent

SludgeReturn sludge

Primary clarifier Membrane

Bioreactor

Activated Sludge Membrane SystemActivated Sludge Membrane System

First Generation MBR

Sludge

Secondaryclarifier

For polishing

Zaini Ujang 46

MBR for Wastewater Treatment

Effluent

SludgeReturn sludge

Primary clarifier

Bioreactor

Activated Sludge Membrane SystemActivated Sludge Membrane System

Second Generation MBR

Sludge

Secondaryclarifier

For Reuse

Chlorination/Disinfection

Zaini Ujang 47

MBR for Wastewater Treatment

Effluent

SludgeReturn sludge

Primary clarifier Membrane Unit

Bioreactor

External membrane systemExternal membrane system

Third Generation MBR

SludgePolishing &

Compact

Zaini Ujang 48

MBR for Wastewater Treatment

EffluentPrimary clarifier

Bioreactor

Immersed membrane system Immersed membrane system

Fourth Generation MBR

Sludge

Compact, Advanced

Treatment &Reuse

Zaini Ujang 49

MBR for Wastewater Treatment?

EffluentBioreactor

Immersed Membrane System Without Clarifiers

Immersed Membrane System Without Clarifiers

Fifth Generation MBR

AdvancedTreatment,

Reuse & Compact

Zaini Ujang 50

MBR for Wastewater Treatment?

EffluentBioreactor

Membrane System Without ClarifiersMembrane System Without Clarifiers

Sixth Generation MBR

Improvement on energy saving & cleaning methodsusing strong bubble aeration & hollow fiber

Zaini Ujang 51

Hollow-Fibre MBR

Bubblesfromdiffusers

Hollow fiber membranes

Wastewater

Diffusers

Feed

Zaini Ujang 52

MBR for Wastewater Treatment

Effluent

Bioreactor

Membrane as Solid/Liquid Separation & Air Diffuser

Membrane as Solid/Liquid Separation & Air Diffuser

Seventh Generation MBR

Air

Feed

Treatment& Aeration

Zaini Ujang 53

MBR for Wastewater Treatment

Effluent

Bioreactor

Sequencing Batch Membrane Bioreactor

Sequencing Batch Membrane Bioreactor

Eighth Generation MBR

FeedSimultaneous

organic &nutrient removal

Zaini Ujang 54

MBR for Wastewater Treatment

Effluent

Bioreactor

PAC / Membrane Bioreactor

PAC / Membrane Bioreactor

Ninth Generation MBR

FeedSimultaneous

organic &nutrient removal

PAC

Zaini Ujang 55

Problems of Membrane Bioreactor

Overflow of mixed liquor Irregular condition of sludge Biofouling during anaerobic stage Low water level during influent low flowrate Old sludge, less productivity

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