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MBR hollow-fibre membranes

Curtain elements for the biological stage — 10, 21 and 32 m², a 0.025 µm PVDF skin, forty-eight to a stainless cassette. In a membrane bioreactor the membrane does not treat the feed. It sits in the aeration tank and holds the biomass there while clear water leaves.

What MBR duty actually asks for

The feed has already been through biology. What reaches the membrane is mixed liquor — water, dissolved matter, and a few grams per litre of sludge floc that has to stay in the tank. Three things follow from that:

  • Solids are low and uniform. Mixed liquor typically runs 6–12 g/L, and the floc is soft rather than abrasive.
  • Fouling is controlled by air, not by crossflow. Coarse bubbles rising past the fibre bundle scour the surface. There is no recirculation pump doing the work.
  • Flux is low and area is large. These elements are quoted at 10–30 L/m²·h, an order of magnitude below a tubular loop. The plant pays for area, so packing density decides the capital cost.

The pore is 0.025 µm. The membrane is not there to remove dissolved species — it is there to keep the biomass out of the permeate.

Hollow fibre Tubular many fine bores, high area one open bore fewer, wider channels
Same separation principle, different channel. What changes is what the channel will let through.

Three element sizes, one fibre

A curtain element is a header, a potted root block and a bundle of fibre hanging off it. The three sizes differ only in how much fibre hangs there — the fibre, the potting and the operating envelope are the same across all three.

ItemMP-LR10-MMP-LR21-JMP-LR32-J
Membrane area10 m²21 m²32 m²
Element size A×B×C660×1500×40 mm875×1460×58 mm875×2160×58 mm
Wet weight10 kg20 kg30 kg
Fibre bore / outside diameter0.8 / 2.1 mm
Nominal pore0.025 µm
Fibre materialPVDF, asymmetric
PottingPolyurethane
Flow modeOutside-in
Design flux10–30 L/m²·h
Operating pH5–9.5
Cleaning pH2–10.5 below 30 °C · 2–10 at 30–40 °C
Transmembrane pressure−55 to +55 kPa
Chlorine tolerance5,000 mg/L
Permeate turbidity≤0.2 NTU
Permeate SDI15≤3

The −55 to +55 kPa band is the working envelope in both directions: suction during filtration, push during backwash. Elements are stored and shipped wet, and stay wet in service.

Finished MBR curtain elements hanging wet on stainless trolleys in the workshop
Finished elements, hung wet before packing Every curtain is a header, a potted root block and the fibre bundle. They are racked wet because a bundle that dries out does not come back to its rated flux.

The support layer under the skin is what carries the pressure

The fibre is cast in one pass by the VNIPS process into a single asymmetric structure: a dense separation skin on the outside, an open sponge behind it, and a high-strength support layer taking the wall loads. Water runs outside-in — across the skin, through the sponge, out through the bore.

  • Burst pressure above 0.6 MPa. The skin is anchored into the support layer rather than laid on top of it, so it does not delaminate when the element is backwashed hard or air-scoured for years.
  • The roots are combed, not bunched. Each fibre is laid in order where it enters the header. Sludge that reaches the root passes through instead of packing into a mat, which is the usual way a curtain element loses its bottom third.
  • Built for dirty water. A 0.8 mm bore will not pass rags or grit, so this element belongs after screening — but it is aimed at streams where a fine-bore fibre would cake over in weeks.

Pore size is uniform across the skin by design. That is what makes the turbidity figure repeatable rather than a best case.

1 2 3
1  Separation skin, 0.025 µm — dense, and it is what holds the biomass back
2  High-strength support layer — open sponge, and it carries the wall loads
3  Bore, 0.8 mm — the permeate leaves here
Water runs outside-in: across the skin, through the sponge, out through the bore. The bore is 0.8 mm — small enough to hold biomass, large enough to be backwashed clear.

Forty-eight elements to a cassette

Elements are not installed one at a time. They hang in a stainless cassette that carries the permeate header and the aeration header, and the cassette is the unit that gets lifted out for cleaning or replacement.

CassetteData
Elements per cassette48 standard — the count can be reduced without changing the frame
Cassette size L×W×H1860×2020×1500 mm · 1860×2020×2500 mm
Frame material316L / 304 stainless steel
Permeate outletDN100, DN80
Air header2 × 3″ UPVC
Maximum air temperature65 °C
Instantaneous aeration8–15 times the design permeate flow
Aerator head loss0.05 bar, excluding hydraulic loss
The number people underestimate. At 8–15 times the permeate flow, the blower is often the largest electrical load on an MBR plant — larger than the permeate pump. It is worth sizing the air side before the membrane count is fixed, because a cassette that cannot be aerated properly will foul no matter how much area it carries.

Where a hollow fibre is the right call

Put simply: when the solids are low enough that the channel will not plug, the denser geometry wins. That covers most municipal and light-industrial MBR duty.

Footprint is tight

A fibre bundle delivers several times the membrane area of the same volume of tubes. When the tank volume is fixed by civil works you have already built, that ratio decides whether the duty is feasible at all.

Solids are predictable

Mixed liquor from a well-run biological stage is a known quantity. If the upstream process is stable and screened, the fibre bundle sees a feed it can handle for years.

Permeate quality drives the train

For reuse, or for a downstream RO stage, the low turbidity and stable SDI off an MBR often remove a whole treatment step further down the line.

Where it is not

A hollow fibre is a filter with a very small mouth. Anything that arrives in slugs, that carries oil, or that cannot be dissolved by chemicals will eventually close it — and a closed fibre bundle cannot be rodded out the way a tube can.

The line we draw. Below roughly 1% suspended solids, hollow fibre. Above roughly 3%, tubular — the open channel takes the load and can be cleaned mechanically. Between the two, the feed data decides. The reasoning is set out in full in Hollow fibre vs tubular UF, including the cases where the answer is not us.

What we need to size one

An MBR is sized on flux and solids, not on pore size. Six numbers get you to a first-pass design:

InputWhy it changes the answer
Design flow, m³/dSets the membrane area at the chosen flux. State whether it is average or peak.
MLSS, g/LThe single most important number. It sets both the fouling rate and the aeration demand.
Peak factorStorm or batch discharge can double the instantaneous flow. Area is sized on the peak, not the average.
Temperature rangeCold mixed liquor is more viscous and fluxes lower. A winter minimum changes the area.
Permeate targetWhether the permeate goes to discharge, to reuse, or straight into an RO stage.
Tank volume availableDecides the cassette count that will physically fit, which can override the calculated area.

Send these six and we will come back with a cassette count, an aeration estimate and a cleaning regime — not a catalogue page.

The same fibre, in a pressure housing

Not every dirty-water duty wants a tank. Where the stream is already clarified — secondary effluent, filter backwash, surface water — the same fibre goes into a UPVC pressure housing and runs dead-end or in crossflow. Solids are lower, so the flux is roughly four times higher and the footprint is a skid rather than a basin.

ItemDW-ZU0880-BDW-ZU0860-BDW-ZU0660
Membrane area75 m²50 m²40 m²
Housing sizeΦ225×2360 mmΦ225×1860 mmΦ160×1775 mm
Wet weight65 kg53 kg35 kg
Ports, in / permeate / concentrateDN50 / DN50 / DN50DN50 / DN50 / DN50DN40 / DN40 / DN32–40
Flux60–120 L/m²·h
Maximum transmembrane pressure0.20 MPa
Maximum backwash pressure0.25 MPa
pH range2–12
Operating temperature1–40 °C
Shell / pottingUPVC, food grade / epoxy resin
Chlorine tolerance5,000 mg/L
Permeate turbidity / SDI15<0.1 NTU / <2.5

Same 0.025 µm fibre, same chlorine tolerance, wider pH band because there is no biology to protect. Runs dead-end with periodic backwash, or in crossflow where the suspended load justifies it.

Vertical UF membrane modules mounted in a stainless frame, installed in a plant room
Pressure-housing modules on a skid Vertical housings, permeate and concentrate headers on one frame. This is what replaces the basin when the solids are already low — no aeration, no mixed liquor, and a footprint measured in metres.

Three ways to separate the same water

ItemSubmerged MBRPressure-housing UFTubular UF
FeedMixed liquor, 6–12 g/LClarified secondary effluentUp to several percent, slurries and sludge
Driving forceSuction, −55 to +55 kPa0.20 MPa transmembrane3–5 m/s crossflow
Flux10–30 L/m²·h60–120 L/m²·h60–120 L/m²·h
Fouling controlCoarse-bubble aeration at 8–15× permeate flowBackwash and chemical cleanCrossflow shear, mechanical cleaning
Area per unit volumeHighestHighLowest
Oil, rags, gritPoorFairGood — the open channel passes them
Where it belongsBiological stage, reuse pre-treatmentPolishing ahead of ROHigh-solids effluent, leachate, oily water, softening

All three separate on the same principle. The difference is what each one can be fed, and what it costs to keep it clean.

Tell us the solids and the flow, and we will tell you which one to look at.

If the answer is tubular, we will say so. All three configurations are built here.

Send your duty Request a pilot