Up to 98% COD removal
Superior effluent quality, ready for discharge or reuse, even on very high-strength streams (COD load >250 g/L tolerated).
Technology · AnaeroMBR
A completely-mixed anaerobic reactor combined with Glorinda’s low-energy tubular UF membranes. It delivers exceptional COD removal and biogas recovery from difficult, high-strength industrial wastewater — at low OPEX.
What problem does it solve?
High-COD, high-FOG, salty or toxic wastewater defeats conventional anaerobic and aerobic systems. AnaeroMBR is built for exactly these streams.
Benefits
Superior effluent quality, ready for discharge or reuse, even on very high-strength streams (COD load >250 g/L tolerated).
Organic waste becomes renewable energy with high methane yields — net energy-positive operation.
1.5–2.5 kWh/m³ net permeate, with no aeration, flocculants or gas scouring.
Far less biological sludge than aerobic processes — and it supports ESG goals.
Tolerates high COD, TSS, FOG, salinity and toxic compounds better than UASB/EGSB or aerobic MBR.
External, out-of-tank membrane units allow safe, dry access; ~8-year membrane durability and fast start-up.
How it works
AnaeroMBR decouples biomass retention from settling by using membranes, so the reactor holds a dense, active biomass that digests strong wastewater and produces biogas.
High-strength wastewater is buffered and fed to the completely-mixed anaerobic reactor.
Dense biomass converts organics to biogas (methane) without aeration, tolerating FOG, salinity and toxics.
Low-energy external tubular UF membranes retain biomass and produce crystal-clear permeate.
Captured biogas fuels on-site energy, making the system net energy-positive.
Permeate quality supports discharge or water reuse, cutting freshwater demand.
Engineering detail
Conventional anaerobic reactors depend on the biomass settling or granulating to stay in the tank. That single dependency is what limits them: granulation takes a long start-up with seed sludge, it is disrupted by fats, oils and grease, and it fails on salinity and toxic compounds. In practice it caps the organic loading a plant can accept.
AnaeroMBR removes the dependency by retaining biomass with membranes instead of settling. The reactor can then hold a dense, highly active biomass and accept COD loads above 250 g/L, against under 15 g/L for UASB or EGSB systems and under 10 g/L for aerobic MBR. Start-up is short because no granular seed is required, and pre-treatment needs are minimal.
The membranes themselves are the second design decision. Ours are low-energy tubular ultrafiltration units mounted externally — out of tank — which means maintenance access is safe and dry rather than requiring entry into a live anaerobic vessel. Membrane durability runs to around eight years.
The energy balance is what usually decides the business case. Because the process is anaerobic there is no aeration, no flocculant dosing and no gas scouring, so net energy demand falls to roughly 1.5–2.5 kWh per cubic metre of permeate — and the biogas recovered from the organic load frequently makes the system net energy-positive. Sludge production drops by up to 75% against an aerobic process, which removes a disposal cost that is often larger than the treatment cost itself.
Technical and commercial feasibility, technology evaluation and cost/profitability analysis before capital is committed.
Conceptual, basic and detailed engineering, process packages and specification of the equipment that will actually be bought.
EPC or EPCM delivery, or an Owner’s Engineer role protecting your interest through a contractor’s execution.
Installation supervision, testing, start-up and the training that lets your team run the plant.
Operation, troubleshooting, process optimisation, maintenance and spare parts for the life of the asset.
Industries & applications
Related products
Glorinda scopes the technology, engineers the plant and supports it through commissioning and operation. Bring your stream and targets.
Projects
High-COD dairy wastewater treated to reuse quality while recovering methane for on-site energy.
Strong distillery effluent converted to biogas with up to 98% COD removal.
AnaeroMBR removing organic load ahead of a ZLD stage, cutting evaporation duty.
FAQ
A conventional (aerobic) MBR uses aeration and produces a lot of sludge. AnaeroMBR is anaerobic: it needs no aeration, produces up to 75% less sludge, and recovers biogas, making it net energy-positive on strong wastewater.
Up to 98–99% on suitable streams, with effluent quality ready for discharge or reuse.
Around 1.5–2.5 kWh/m³ net permeate, with no aeration, flocculants or gas scouring — and biogas offsets energy use.
Yes — it tolerates high COD, TSS, FOG, salinity and toxic compounds better than conventional UASB/EGSB or aerobic MBR systems.
The external, out-of-tank tubular UF units allow safe, dry access, with membrane durability around 8 years and fast, seed-free start-up.