ipc membranes results on brewery waste … support specially developed spacer-fabric support for ipc...

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IPC MEMBRANES RESULTS ON BREWERY WASTE WATER

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IPC MEMBRANES

RESULTS ON BREWERY WASTE WATER

OUTLINE

» IPC Concept

Support

Membrane layers

Manufacturing

» Application tests Pilot-scale

• Municipal

• Brewery

» Position versus competition

» Conclusions

OUTLINE

» IPC Concept

Support

Membrane layers

Manufacturing

» Application tests Pilot-scale

• Municipal

• Brewery

» Position versus competition

» Conclusions

IPC CONCEPT

Best of both worlds:» combination of advantages of capillary (CAP) and flat sheet (FS)

MBR technology:

Backwashable No need for extensive pre-filtration

High packing density No braiding

No clogging

Low fouling

Flat sheet membrane envelopes were developed with:» well-anchored & robust membrane layers

» open internal structure

» reduced thickness (≤ 4 mm) for high packing density

» reduced number of manufacturing steps for low cost of the

manufacturing process

Development goals for a novel flat sheet MBR

IPC CONCEPT

Membrane envelope with 2 adjacent membrane layers» nicely “spaced-apart”

» inseparably connected with each other

» comprising an Integrated Permeate Channel (IPC)

Key elements: » dedicated support structure

» membrane layers made from dope used for making self-supporting CAP membranes

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IPC SUPPORT

Specially developed spacer-fabric support for IPC

» Flat-sheet textile with typically 3 parts (2 faces and a hollow-space)

» Internal hollow-space composed of multitude of spacer thread

monofilaments

» High internal porosity (≥ 95%)

» Textile can be made either by knitting (1st generation) or by weaving

(2nd generation)

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IPC SUPPORT

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Specially developed 3D spacer-fabrics!

Special attention given to:

» Open-faces structure

» No loose hairs;

» Small face thickness;

» High internal “porosity”

» Low elongation in both X and Y direction

» Low compressibility

» High explosion pressure

IPC generation Type of spacer fabric Type of filaments Properties

in faces as spacer filament elongation in X- and Y Explosion pressure Compressability

% bar bar

1st Knitted multifilament monofilament > 5 > 5 ˂ 0,5

monofilament

2nd Weft monofilament monofilament ˂ 0,1 > 5 > 5

AVAILABLE MEMBRANE LAYERS

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IPC MANUFACTURING

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OUTLINE

» IPC Concept

Support

Membrane layers

Manufacturing

» Application tests Pilot-scale

• Municipal

• Brewery

» Position versus competition

» Conclusions

APPLICATION TESTS PILOT-SCALE WITH IPC/MMF MODULE

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IPC 2nd generation PVDF/UF

APPLICATION TESTS PILOT-SCALE

Equipment pilot-scale:

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CRITICAL FLUX MUNICIPAL WASTE WATER

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CRITICAL FLUX MUNICIPAL WASTE WATER @ PILOT-SCALE

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SUMMARY CRITICAL FLUX MUNICIPAL WASTE WATER

Cycle time

(minutes)

Recovery

(%)

Gross critical

flux (l/h.m²)

Net critical

flux (l/h.m²)

5 90 55 49,5

10 80 50 40

20 80 50 40

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MARTENS BREWERY

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» Location: Bocholt (BE)

» Capacity: 3 M hl per year

» Brands:

Private brand partnership

Own brands: Martens pils, Sezoens, Kristoffel Witbier, Kristoffel blond en donker

» Ultra-modern brewery lowest CO2 footprint in the world

innovative in technologies, processes and products

MARTENS BREWERY

» Two-stage UNITANK comprising:

• Sieve

• Buffer and alarm tank (1.600 m³)

• Heavily loaded stage (active volume 1.600 m³)

• Low loaded stage (active volume 1.600 m³)

• Fine bubble aeration

• Sludge stabilization and thickener

• Filter press for sludge treatment

» Operational data:

• Sludge load: 0,15 kg COD/kg MLSS.day

• Influent:

35-50 m³/h

COD 2.500-5.500 mg/l

N shortage dosage of ureum

P elimination dosage of FeCl3

Specifications waste water treatment plant

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MARTENS BREWERY

Influent

COD (ppm) 4755

TN (ppm) 53

TP (ppm) 14,6

pH 6,7

Cond. (mS/cm) 3,13

Analyses: mean values during test period

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Membrane tank

MLSS (g/L) 14,7

SVI (mL/g) 58

MBR effluent

COD (ppm) 27,9

TN (ppm) 25,2

TP (ppm) 6,4

pH 8,7

Cond. (mS/cm) 3,10

FLUX RESULTS @ MARTENS BREWERY (BOCHOLT)

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AERATION DEMAND @ MARTENS BREWERY

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ROBUSTNESS TESTS @ MARTENS BREWERY

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OUTLINE

» IPC Concept

Support

Membrane layers

Manufacturing

» Application tests Pilot-scale

• Municipal

• Brewery

» Position versus competition

» Conclusions

SOME KEY DATA

» Membrane pore size: 0,08 µm

» Membrane material: PVDF

» Clean water permeability: 1500 l/h.m².bar

» Net flux: 40 – 50 l/m².h

» Packing density for triple deck U-90 module: 512 m²/m²

» Permeate production per m² projected area: 20,5 – 25,6 m³/m²

» Aeration demand (16,8 Nm³/h = optimized SAD @ Martens Brewery fornet flux = 40 l/m².h):

SADm 0,062 Nm³/m².h

SADp 1,55 Nm³/m³

» Pretreatment 3 mm

» Backwashability up to 2 bar

Triple deck U-90 module (based on pilot trials)

(U-90: 90 m², Width = 736 mm, Height = 1070 mm, Depth = 716 mm)

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POSITION BFM VS COMPETITION

FLUX COMPARISON

0

10

20

30

40

50

60

70

80

GE Zenon-ZW500

Kubota- RW400 Koch Puron-PSH1800MBR

Koch Puron-PULSION LE44

Pentair- Skid Pentair-Megablock

Bluefoot- U100-1

Bluefoot- U100-2

Bluefoot- U100-3

Mem

bra

ne

flux (

l/(m

2h))

Competitive performance: Membrane flux

Average design flux Max. design flux

IPC 1 IPC 2 IPC 3

POSITION IPC VS COMPETITION

The IPC membrane operates at a high flux rate, aproximately

twice as high as most competitors.

For a given capacity the installed membrane area is potentially

50% less than that of most competitors

FLUX COMPARISON

POSITION IPC VS COMPETITION

PACKING DENSITY COMPARISON

0

100

200

300

400

500

600

GE Zenon-ZW500

Kubota- RW400 Koch Puron-PSH1800MBR

Koch Puron-PULSION LE44

Pentair- Skid Pentair-Megablock

Bluefoot- U100-1

Bluefoot- U100-2

Bluefoot- U100-3

Packin

g d

ensi

ty (

m2

mem

bra

ne /

m2

footp

rint)

Competitive performance: Packing density --> m2 membrane area / m2 footprint

Packing density (max.) Packing density (in reality)

Higher

is better

POSITION IPC VS COMPETITION

SPECIFIC PERMEATE FLOW COMPARISON

0,00

2,00

4,00

6,00

8,00

10,00

12,00

14,00

16,00

18,00

GE Zenon-ZW500

Kubota- RW400 Koch Puron-PSH1800MBR

Koch Puron-PULSION LE44

Pentair- Skid Pentair-Megablock

Bluefoot- U100-1

Bluefoot- U100-2

Bluefoot- U100-3

Perm

eate

flo

w (

m3/h/m

2fo

otp

rint)

Competitive performance: Specific Permeate Flow

Permeate flow (normal conditions) Permeate flow (max. conditions)

Higher

is better

POSITION IPC VS COMPETITION

SPECIFIC PERMEATE FLOW COMPARISON

IPC’s packing density (membrane area per m2 footprint) depends

heavily on the capability to stack modules:

without stacking this value is rather low

with a triple stack this value is the highest amongst the competition

The more relevant parameter is specific flow (m3 per hour

produced per m2 of footprint).

The specific flow is:

equal with the competition without stacking

by far the highest amongst the competition with a triple stack

POSITION BFM VS COMPETITION

SPECIFIC AERATION DEMAND (M) COMPARISON

0

0,1

0,2

0,3

0,4

0,5

0,6

GE Zenon-ZW500

Kubota- RW400 Koch Puron-PSH1800MBR

Koch Puron-PULSION LE44

Pentair- Skid Pentair-Megablock

Bluefoot- U100-1

Bluefoot- U100-2

Bluefoot- U100-3

Specif

ic A

era

tion D

em

and (

Nm

3/h/m

2m

em

bra

ne)

Competitive performance: Specific Aeration Demand per m2 membrane area

SAD_m (normal conditions) SAD_m (max. conditions)

Lower

is

better

POSITION BFM VS COMPETITION

SPECIFIC AERATION DEMAND (P) COMPARISON

0,0

5,0

10,0

15,0

20,0

25,0

30,0

GE Zenon-ZW500

Kubota- RW400 Koch Puron-PSH1800MBR

Koch Puron-PULSION LE44

Pentair- Skid Pentair-Megablock

Bluefoot- U100-1

Bluefoot- U100-2

Bluefoot- U100-3

Specif

ic A

era

tion D

em

and (

Nm

3/m

3)

Competitive performance: Specific Aeration Demand per m3 water treated

SAD_p (normal conditions) SAD_p (max. conditions)

Lower

is

better

POSITION BFM VS COMPETITION

SPECIFIC PERMEATE FLOW COMPARISON

IPC’s aeration demand (Volume of air per hour per m3 filtrate),

which typically counts for 30-40% of the energy consumption in an

MBR is for good quality sludge:

The lowest amongst the competition without stacking

Up to 80% less than the submerged competition with a triple

stack and good quality sludge (eg. @ Martens Brewery)

OUTLINE

» IPC Concept

Support

Membrane layers

Manufacturing

» Application tests Lab-scale

Pilot-scale

• Municipal

• Brewery

» Position versus competition

» Conclusions

CONCLUSIONS

» IPC concept allows for fully backwashable flatsheet membranes

» efficient backwashing is key in fouling control!

» 50-100 % flux improvement demonstrated at pilot scale

» highest specific flow rate amongst competitors for double and

triple deck

» excellent robustness

» Good quality sludge low aeration demand

» IPC manufacturing at competitive price thanks to integrated

concept

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CONCLUSIONS: USP

» The combination of:

High operating flux,

High packing density,

Low aeration demand

Ability to stack 2 or even 3 modules on top of one other

Provides the IPC MBR concept a strong competive postion!

BLUE FOOT MEMBRANES (BFM) SPIN-OFF

IPC membranes and modules are commercialized by

Blue Foot Membranes

Pantarein is our preferred partner in Belgium and

European brewery market

Voorstelling VITO 35

BLUE FOOT MEMBRANES (BFM) SPIN-OFF

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Current BFM production facility in Lommel

Come and visit us at booth 64 !!!

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