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Product details

LI-MBR Serious PVDF Membrane Assembly Unit

Definition Of Membrane Bioreactor MBR

The membrane element in the MBR system replaces the terminal secondary sedimentation tank in traditional biological treatment technology, maintains a high activated sludge concentration in the bioreactor, increases the organic load of the biological treatment system, and uses the excellent filtration performance of the membrane separation system to intercept the Activated sludge and macromolecular organic matter can achieve good sewage treatment effects, opening up a new path for the development of new sewage treatment processes.

Feature & Advantages of MBR Assembly

- Excellent Effluent Quality can be directly reused

- Realize Total Separation of HRT and SRT to get rid of Sludge Expansion or  unstable outlet water quality

- Bear Large Shock Load Resistance

- Can Stable Run Under 3000-10000mg/L Activated Sludge Density to reduce Sludge Discharge thus to realize zero sludge discharge

- Has Certain Denitrification And Phosphorus Removal Functions due to prolonging sludge Service Time

- Save 30-50% Mounting Room or Replace Secondary Clarifier

- Can be carry on upgrading with existence pool to save RCC room

- PLC automatic Control All The System

 

MBR Modules & Membrane Packs

-Material :PVDF

-Average Pore Diameter : 0.01μm-0.1μm,

-It Has Good Hydrophilicity And Strong Anti-Pollution Performance

-It Has Low (0.01-0.05MPa) Filtration Pressure To Save Energy Consumption

-Easy To Clean And Restore Duo To Good Drug Resistance,

-The Membrane Yarn Has High Mechanical Strength And Is Not Easy To Peel

-Easy To Be Installed Due to Modular Design

-Model: 10M2-32M2

PVDF MBR Model Selection

Model

Membrane Assembly Dimension   (mm)

Effective Membrane  Area(m2)

Max Capacity (m3/D)

Total Power (KW)

LI-MBR-5

600*540

5

2000

2.25

LI-MBR-10

1000*540

10

4000

2.25

LI-MBR-15

1500*540

15

6000

3.00

LI-MBR-20

1800*540

20

8000

4.50

LI-MBR-25

2000*540

25

10000

5.20

  

PVDF MBR Modular General Data and Run Condition

Stratification

Joint DN/ Material

DN32/ABS

Collection Pipe Size

DN32

Filter Way

water Pressure Or Suction

OD/ID of Hollow Fiber

21./3.1mm

Nominal Pore Size

1.1μm

Fiber Bonding Material

Epoxy Resin

Filtration Efficiency

Suspended Matter2um

98%

Microorganism

92%

Product Water Turbidity

≤1NTU

Product Water SDI

≤2.5

Work Condition

Operation Way

Intermittent Water Production

Filtration Method

External Pressure Type

Filtration Pressure

0.02-0.06MpaNegative

 

Max. Inlet Grain Size

1-2 mm

Temp. Range

5-45 ℃

PH Range

6-9

Chemical Flush  PH Range

1-12

Permit Mineral Oil Content In Raw Water

≤3mg/L

 

Max. Incoming Residual Chlorine Concentration

200 mg/L (max.clean agent 5000mg/L)

Recommended Air-Water Ratio

12:1-24:1

 

Design Water Production Flux

10-25 M2.h

Sludge MLSS

3000-8000 mg/l

Maximum Transmembrane Pressure Difference

-0.1


Design MBR Flux Selection Table

SN

Waste Water Type

Recommend Flux L/m2h

Comment

1

Municipal Sewage

16-25

 

2

General Industrial Wastewater

12-20

 

3

Oily Wastewater

08-15

Animal &Veg Oil≤50mg/L;

 Mineral Oil ≤3mg/L.

4

Difficult-to-treat Industrial Wastewater

10-15

 

5

Garbage Leachate

6-12

Membrane Pool ph <8

 

Applicant of loren UF System 

-Large Municipal STP Biological Treatment

-Industrial Park Waste Water Treatment

-Pretreatment Before NF or RO System

-Metallurgy Waste Water Treatment

-Surface Water or Groundwater Treatment

-Water Supply Treatment for The Power Plant Industry

-Pharmaceutical Waste Water Disposal

-Other Industrial Waste Water Treatment

 

 

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