Why Textile Dyeing Wastewater Calls for a Flat-Sheet MBR, Not a Hollow-Fiber One
A flat-sheet MBR for textile effluent is a submerged microfiltration plate set installed downstream of an aeration basin, retaining mixed-liquor suspended solids while producing a low-turbidity permeate that can feed an RO reuse train. The 2026 Foshan pilot (MDPI, published 2 February 2026) selected this geometry specifically because the feed "contained a lot of textile fiber debris" that would blind and physically clog hollow-fiber bundles — the same conclusion is echoed in the broader MBR review literature (Membranes 2023, doi:10.3390/membranes13020181).
In 2024 the Chinese textile sector discharged 34,189 t of COD and 6,072 t of total nitrogen — 17.9% and 13.8% of national industrial emissions — and roughly 80% of those pollutants originated in dyeing wastewater (MDPI 2026). The Foshan site alone takes 50,000 m³/d of jeans-dyeing influent at pH 11–14, COD 1,000–1,500 mg/L, SS 400–600 mg/L and sulfide 20–50 mg/L (MDPI 2026), and is committed to upgrade toward a 30,000 m³/d reuse loop (MDPI 2026). For a reader weighing a retrofit, the practical implication is that the geometry decision is forced by the upstream fiber problem long before membrane chemistry is discussed, and flat-sheet cassettes slot into existing aeration or sedimentation tanks for in-situ retrofit without new civil works (MDPI 2026). For a broader engineering walkthrough, see the textile MBR engineering guide.
Flat-Sheet MBR vs Hollow-Fiber MBR for Textile Effluent
An MBR couples activated-sludge biodegradation with MF or UF membranes (pore size 0.01–0.4 μm) in a single tank, eliminating the secondary clarifier (MDPI 2026; Membranes 2023). The two dominant submerged geometries — flat-sheet cassettes and hollow-fiber bundles — both achieve this, but behave very differently on a fiber-laden dyeing feed. The Foshan pilot's authors explicitly chose flat-sheet to "avoid the common fiber clogging problems that occur in hollow fiber membranes" (MDPI 2026), and the general MBR review notes that submerged MBRs run at lower flux and lower energy than side-stream configurations, which fits the textile retrofit case (Membranes 2023). Hollow-fiber bundles do offer higher packing density per cassette, but textile fibers accumulate between filaments, are hard to back-pulse out, and can break filaments under high trans-membrane pressure (MDPI 2026). Flat-sheet plates mounted on a stainless frame tolerate fibrous feed, scour evenly with coarse-bubble aeration, and allow single-element swap without depopulating the tank — a procurement advantage when one of twenty cassettes fouls ahead of the others.
| Criterion | Flat-sheet MBR | Hollow-fiber MBR |
|---|---|---|
| Behavior on fiber-laden textile influent | Tolerates loose fibers; even scour across plate surface (MDPI 2026) | Fiber accumulation between filaments; clogging and breakage risk under back-pulse (MDPI 2026) |
| Element-level maintenance | Individual plate / cassette replacement | Bundle-level replacement typically required |
| Packing density per cassette | Lower | Higher |
| Energy profile | Submerged, lower aeration energy (Membranes 2023) | Submerged, comparable; side-stream variant higher |
| Pilot-recommended geometry for textile retrofit | Yes (MDPI 2026) | No — explicitly avoided in cited pilot (MDPI 2026) |
| Quantitative flux / energy head-to-head on textile feed | Not provided in supplied research — request vendor data for the actual feed | |
For an orderable flat-sheet module envelope, the HydropureWater DF-series PVDF flat-sheet MBR module is the configuration discussed in the sizing section below.
PVDF vs PES Flat-Sheet Membrane: What the 2026 Pilot Shows

The Foshan pilot ran two parallel flat-sheet microfiltration MBRs side by side for 74 days across four load stages: a 420 m² PVDF unit and a 470 m² PES unit, both fed activated-sludge mixed liquor from the existing aeration tank (MDPI 2026). Rejection performance was effectively a tie — average COD rejection across the full trial was 56.8% for PES versus 52.5% for PVDF, with BOD and ammonia rejection "nearly the same" for both (MDPI 2026). The decision-driver was anti-fouling behavior, not bulk rejection. At 15 L/(m²·h), the sub-critical operating point, PVDF TMP rose roughly 0.05 kPa/d (negligible) while PES rose 0.15 kPa/d, with the authors attributing the PES rise to "significant pore blocking and cake layer fouling development" (MDPI 2026). When the flux was stepped to 18 L/(m²·h) for one week, PVDF rose 0.86 kPa/d and PES 2 kPa/d — both transitioned into super-critical filtration, but PES did so markedly faster (MDPI 2026). At 22.5 L/(m²·h) the gap narrowed (PVDF 3 kPa/d vs PES 3.4 kPa/d) because both were now firmly in the cake-layer regime (MDPI 2026).
After 74 days the membrane autopsies told the same story from the other direction: PES retained 93.5% of its new-membrane permeability (lower absolute permeability but more reversible fouling), while PVDF retained only 18.9% but preserved its pore-size distribution and bubble-point pressure better, signaling that PVDF fouling was more reversible and recoverable by chemical cleaning (MDPI 2026). The authors' net recommendation is explicit: choose PVDF for the textile MBR retrofit, run a sustainable flux below 18 L/(m²·h), and cap MLSS at 15,000 mg/L (MDPI 2026). No comparable head-to-head PVDF vs PES ceramic data is supplied in the cited research — treat ceramic options as a separate evaluation track with its own pilot.
| Parameter | PVDF flat-sheet (420 m²) | PES flat-sheet (470 m²) | Source |
|---|---|---|---|
| Average COD rejection (full 74-d trial) | 52.5% | 56.8% | MDPI 2026 |
| BOD / NH₃ rejection | Nearly the same | Nearly the same | MDPI 2026 |
| TMP rise at 15 LMH (sub-critical) | ~0.05 kPa/d | ~0.15 kPa/d | MDPI 2026 |
| TMP rise at 18 LMH (super-critical onset) | 0.86 kPa/d | 2 kPa/d | MDPI 2026 |
| TMP rise at 22.5 LMH (cake-layer regime) | 3 kPa/d | 3.4 kPa/d | MDPI 2026 |
| Permeability retention after 74 d | 18.9% (more reversible fouling) | 93.5% (more pore-plugging) | MDPI 2026 |
| Recommended for textile retrofit | Yes — sustainable flux < 18 LMH, MLSS ≤ 15,000 mg/L | No — faster pore blocking at sub-critical flux | MDPI 2026 |
Procurement-side context for the recommended configuration is in the HydropureWater integrated MBR system datasheet.
Design Parameters That Govern a Textile Flat-Sheet MBR
The Foshan pilot defined an operating envelope that a process engineer can paste into a P&ID without further derivation: 0.1 μm PVDF flat-sheet, sustainable flux below 18 L/(m²·h) with a safe sub-critical setpoint of 15 L/(m²·h), MLSS target 12,000 mg/L with a 15,000 mg/L ceiling, specific aeration demand 0.15 m³ air per m² membrane per h (i.e. 10 m³ air per m³ permeate), suction cycle 8 min on / 2 min off in constant-flow mode, and offline chemical cleaning with NaOCl at 3,000 mg/L active chlorine, pH 12, 15–20 °C, 12 h soak (MDPI 2026; HydropureWater DF product page). The general MBR review frames the broader MF/UF window as 0.01–0.4 μm (Membranes 2023), and the pilot observed real MLSS swings of 8,000–17,000 mg/L around the 12,000 mg/L target due to upstream aeration-tank fluctuation (MDPI 2026). Hydraulic residence time in the membrane tank was approximately 2 h at the pilot flux (MDPI 2026). For an EPC manager, the value of the table is not the individual numbers — those are dictated by the cited pilot — but the fact that the chemistry, hydraulics, and cleaning protocol can be specified together in a single process datasheet.
| Parameter | Value | Source |
|---|---|---|
| Membrane material / pore size | PVDF flat sheet, 0.1 μm | HydropureWater DF product page; MDPI 2026 |
| MF/UF pore-size window | 0.01–0.4 μm | MDPI 2026 |
| Sustainable flux setpoint | 15 L/(m²·h) (sub-critical); ceiling 18 L/(m²·h) | MDPI 2026 |
| MLSS target / ceiling | 12,000 mg/L target; ≤ 15,000 mg/L ceiling; observed 8,000–17,000 mg/L | MDPI 2026 |
| Specific aeration demand (SAD) | 0.15 m³ air/m² membrane/h (≈ 10 m³ air/m³ permeate) | MDPI 2026 |
| Suction cycle | 8 min on / 2 min off, constant-flow with solenoid + flowmeter | MDPI 2026 |
| Offline chemical cleaning | NaOCl 3,000 mg/L active Cl₂, pH 12, 15–20 °C, 12 h soak | MDPI 2026 |
| Membrane-tank HRT | ~2 h at pilot flux | MDPI 2026 |
The module that ships against this envelope is the HydropureWater DF-series PVDF flat-sheet MBR module.
Integrating the MBR with RO for Dyeing Water Reuse

The cited pathway from the MDPI 2026 review is "enhanced secondary biological treatment (e.g., MBR) plus an advanced physical–chemical treatment approach (e.g., RO) to achieve wastewater reuse" (MDPI 2026), driven by China's Water Ten Measures. The most directly relevant precedent is Bilici et al. as cited in MDPI 2026: a ceramic-MBR followed by RO achieved 89.1% COD removal and 95.6% color removal, with the RO permeate reused in the dyeing process itself (MDPI 2026). Feng et al., also cited in MDPI 2026, showed that a Fenton + MBR train produced MBR effluent meeting municipal reuse standards for textile dyeing (MDPI 2026). The functional role of the MBR in an MBR + RO train is to strip residual sludge, colloids and macromolecular color bodies down to a sub-1 μm cutoff, which gives the RO membrane the SDI drop it needs to run at design flux without fouling (MDPI 2026). The research does not provide specific SDI₁₅ values for MBR effluent feeding RO — request SDI₁₅ test data from the membrane vendor on the actual mixed liquor before locking RO array sizing.
For an orderable RO block to sit downstream of the MBR cassette train, the HydropureWater industrial RO system is the matching unit operation. A deeper process-side view of color and COD removal upstream of MBR is in the printing and dyeing COD removal guide.
Sizing a Flat-Sheet MBR Module for a Textile Retrofit
Translating the pilot's flux and MLSS envelope into a procurement order is a three-step exercise. The DF-series flat-sheet module ships in 80, 150 and 225 m² effective-area configurations, producing 32–135 m³/d per cassette at the headline 25 LMH rating on the product page. At the pilot's safe sub-critical flux of 15 L/(m²·h) — not the headline 25 LMH — an 80 m² module delivers approximately 28.8 m³/d and a 225 m² module approximately 81 m³/d, which represents a 2–3× safety margin over the 135 m³/d headline number (HydropureWater DF product page; MDPI 2026). The pilot itself ran 151.2–226.8 m³/d on the 420 m² PVDF unit and 169.3–253.8 m³/d on the 470 m² PES unit, so a single DF-series 225 m² cassette is roughly one-fifth of a pilot train, and a 30,000 m³/d reuse target — the Foshan upgrade number cited in MDPI 2026 — would require on the order of 370 cassettes of 225 m² at the safe 15 LMH setpoint. That order-of-magnitude number should be sanity-checked against the actual mixed-liquor composition, target MLSS, and the suction cycle, not pasted into a purchase order as-is.
| Module area | Daily permeate at 15 LMH (sub-critical) | Daily permeate at 18 LMH (sustainable ceiling) | Source |
|---|---|---|---|
| 80 m² | ~28.8 m³/d | ~34.6 m³/d | Calculated from 15 / 18 LMH (MDPI 2026) × module area (HydropureWater DF product page) |
| 150 m² | ~54.0 m³/d | ~64.8 m³/d | Calculated from 15 / 18 LMH (MDPI 2026) × module area (HydropureWater DF product page) |
| 225 m² | ~81.0 m³/d | ~97.2 m³/d | Calculated from 15 / 18 LMH (MDPI 2026) × module area (HydropureWater DF product page) |
| Foshan pilot PVDF unit (420 m²) at 15 LMH | 151.2 m³/d | — | MDPI 2026 |
| Foshan pilot PES unit (470 m²) at 15 LMH | 169.3 m³/d | — | MDPI 2026 |
For more detail on module mechanical and scour-frame design, see the MBR module design criteria guide, and for the cassette itself, the HydropureWater DF-series PVDF flat-sheet MBR module product page.
Frequently Asked Questions
What flux should we actually size a textile flat-sheet MBR to?
Size to 15 L/(m²·h) as the operating setpoint and treat 18 L/(m²·h) as the hard ceiling. The Foshan pilot (MDPI 2026) showed that PVDF held TMP rise to roughly 0.05 kPa/d at 15 LMH but stepped to 0.86 kPa/d at 18 LMH, while PES jumped to 2 kPa/d at 18 LMH. The supplied research does not provide vendor-quoted cost per m² of membrane area at a specific flux, so the buyer must request a flux-vs-capex quote from shortlisted vendors on the actual mixed liquor rather than back-calculating from a list price.
How do we choose between PVDF and PES for a textile influent?
Specify PVDF. The 2026 pilot concluded that PVDF had "nearly the same rejection capability as and better anti-fouling capability (especially during high-/over-load stages) than the PES membrane" and recommended PVDF at sustainable flux below 18 L/(m²·h) with MLSS ≤ 15,000 mg/L (MDPI 2026). PES retained more of its pristine permeability after 74 days (93.5% vs 18.9% for PVDF), but the PVDF fouling was more reversible by NaOCl cleaning, which is the operationally relevant metric (MDPI 2026).
How do we pick a module area and how many cassettes do we order?
Start from the target daily permeate, divide by 24 to get an hourly flow, and divide by the design flux in L/(m²·h) to get the effective m² required. The DF-series flat-sheet module is available in 80, 150 and 225 m² configurations, producing approximately 28.8, 54.0 and 81.0 m³/d per cassette at the safe 15 LMH setpoint (HydropureWater DF product page; MDPI 2026). Always request a 2–3× safety margin versus the headline 25 LMH module rating and confirm the cassette count against the actual mixed-liquor MLSS and the target reuse volume.
What should we ask a membrane supplier before we place the order?
Request four items in writing: (1) pilot or full-scale reference data on a fiber-laden textile or comparable feed, not municipal data; (2) an SDI₁₅ value measured on the supplier's own MBR effluent feeding RO, since the cited research does not provide one (MDPI 2026); (3) guaranteed sustainable flux at the supplier's stated MLSS ceiling, with TMP-rise rate per day as the contractual metric, because that is the failure mode the 2026 pilot actually identified (MDPI 2026); and (4) element-level replacement lead time and cassette spare-parts availability, because the procurement advantage of flat-sheet geometry disappears if a single-element swap takes longer than the project shutdown window.