Ultrafiltration
MAK Water’s Ultrafiltration (UF) plants are designed to treat ground water, surface water, tertiary treated effluent, storm water or wastewater with turbidity <300 NTU. The standard treatment process includes pre-screening (bag filter or self-cleaning screen filter), outside-to-inside capillary ultrafiltration modules, automated air scouring and maintenance cleaning (MC) system, as well as a CIP system for periodic recovery cleaning (RC). The UF system can be configured as either: dead-end for lower turbidity applications, or cross-flow for higher turbidity applications.
Additional pre-filtration and post-filtration treatment steps may be added as required to suit feed water conditions and/or treated water quality requirements. The MAK Water UF plants are available as skid mounted or containerised systems.





Technical Specifications
Standard Specifications
Parameter | Units | UF-0100 | UF-0200 | UF-0500 | UF-1000 | UF-2000 | UF-3500 | UF-5000 | |
---|---|---|---|---|---|---|---|---|---|
Filtrate flow rate (min/max)*1 | Low turbidity feed (<100 NTU) | m3/day | 54~100 | 108~200 | 269~500 | 538~1,000 | 1,077~2,000 | 1,077~3,500 | 2,692~5,000 |
High turbidity feed (<300 NTU) | 37~69 | 74~138 | 185~346 | 369~692 | 738~1,385 | 1,292~2,423 | 1,846~3,462 | ||
Power consumption*2 | Plant / equipment | kW | 1.7 | 3.5 | 4.4 | 8 | 11.5 | 15.5 | 22.5 |
Air conditioned containers*3 | 1.9 per 20’ container, 3.8 per 40’ container (includes internal lighting) | ||||||||
Power supply | - | AC 415 V, 3 Phase, 50 Hz | |||||||
Recovery rate*1 | Low turbidity feed (<100 NTU) | % | 92~98% (dead-end configuration) | ||||||
High turbidity feed (<300 NTU) | 88~92% (cross-flow configuration) | ||||||||
Average gross flux*1 | Low turbidity feed (<100 NTU) | L/m2/hr | 35~65 (dead-end configuration) | ||||||
High turbidity feed (<300 NTU) | 24~45 (cross-flow configuration) | ||||||||
UF membrane pore size | μm | 0.08 | |||||||
UV dose rate*1 | mJ/cm2 | Typical >40 @ 90% UVT | |||||||
Pressure | Feed water inlet | kPa | >20 (flooded suction) | ||||||
Filtrate discharge | 150~200 | ||||||||
Wastewater discharge | 0 (gravity drain) | ||||||||
Ambient temperature(min/max) | Skid mounted | °C | 5~30 | ||||||
Containerised | -5~40 | ||||||||
Containerised with insulation | -15~50 |
Characteristics | Units | Feed Water | Filtrate | |||||
---|---|---|---|---|---|---|---|---|
Temperature | °C | 5~40 | ||||||
Turbidity | Dead-end configuration | NTU | <100 | <0.2 | ||||
Cross-flow configuration | <300*3 | <0.2 | ||||||
Total suspended solids (TSS) | Dead-end configuration | NTU | <100 | <1 | ||||
Cross-flow configuration | <300 | <1 | ||||||
Biological oxygen demand (BOD) | mg/L | <20*3 | - | |||||
Chemical oxygen demand (COD) | mg/L | <200*3 | - | |||||
Total organic carbon (TOC) | mg/L | <15*3 | - | |||||
Emulsified oil and grease | mg/L | <2.0*3 | - | |||||
Free oil and grease | mg/L | <0.1*3 | - | |||||
Bacteria removal (UF membrane only) | log | - | ≥4*4 | |||||
Virus removal (UF membrane only) | log | - | ≥1*4 |
*1 Values dependent on water quality and may differ between applications, *2 Based on standard equipment supply, *3 Higher values can be treated; consult MAK Water, *4 Additional log credits are available with UV and chlorination; consult MAK Water
Technical Specifications
Standard Inclusions and Options
Equipment | UF-0100 | UF -0200 | UF-0500 | UF-1000 | UF-2000 | UF-3500 | UF-5000 | |
---|---|---|---|---|---|---|---|---|
Skid mounted plant / equipment | ✓ | ✓ | ✓ | ✓ | ✓ | ✓ | ✓ | |
UF feed pump | ✓ | ✓ | ✓ | ✓ | ✓ | ✓ | ✓ | |
UF modules | ✓ | ✓ | ✓ | ✓ | ✓ | ✓ | ✓ | |
Pre-screen | Bag filter or equivalent | ✓ | ✓ | ✓ | - | - | - | - |
Self-cleaning screen filter | o | o | o | ✓ | ✓ | ✓ | ✓ | |
UF membrane cleaning system | MC/RC tank | ✓ | ✓ | ✓ | ✓ | ✓ | ✓ | ✓ |
MC/RC pump | ✓ | ✓ | ✓ | ✓ | ✓ | ✓ | ✓ | |
Air scour blower*1 | o | o | o | o | o | o | o | |
Hypochlorite dosing system | ✓ | ✓ | ✓ | ✓ | ✓ | ✓ | ✓ | |
Acid dosing system | o | o | o | o | o | o | o | |
Caustic dosing system | o | o | o | o | o | o | o | |
UV steriliser (non-validated*2) | o | o | o | o | o | o | o | |
Feed and/or treated water chemical dosing systems(s) | o | o | o | o | o | o | o | |
Actuated valves | Electrically actuated | ✓ | ✓ | ✓ | o | - | - | - |
Pneumatic air actuated | - | - | - | ✓ | ✓ | ✓ | ✓ | |
Air compressor with refrigeration dryer | - | - | - | ✓ | ✓ | ✓ | ✓ | |
uPVC / HDPE inlet and outlet pipework / manifolds, manual isolation and sampling valves | ✓ | ✓ | ✓ | ✓ | ✓ | ✓ | ✓ | |
Containerised with A/C, overhead lighting &GPOs for maintenance | Standard supply | o | o | o | o | o | o | o |
With non-slip floor coating | o | o | o | o | o | o | o | |
With non-slip floor coating and insulation | o | o | o | o | o | o | o | |
PLC control system with touch screen HMI | ✓ | ✓ | ✓ | ✓ | ✓ | ✓ | ✓ | |
Instrumentation | Standard package | ✓ | ✓ | ✓ | ✓ | ✓ | ✓ | ✓ |
Premium package with ClearAccessTM remote monitoring | o | o | o | o | o | o | o |
Instrumentation & Controls | Standard Package | Premium Package |
---|---|---|
Feed & treated water tank float level switches | ✓ | - |
Feed & treated water tank float level transmitters | - | ✓ |
Chemical dosing & MC/RC tank float level switches | ✓ | ✓ |
Pressure switches (air scour and MC/RC pump) | ✓ | ✓ |
Pressure gauges | ✓ | - |
Pressure indicating transmitters (UF feed and filtrate) | - | ✓ |
Filtrate flow gauge (rotameter) | ✓ (≤UF-0500 only) | - |
Magnetic flow transmitter (treated water and cross flow recycle) | ✓ (>UF-0500 only) | ✓ |
pH transmitter (with feed or filtrate acid or caustic dosing) | ✓ | ✓ |
Filtrate turbidity analyser (treated water) | - | ✓ |
UV intensity sensor/monitor (with UV steriliser) | - | ✓ |
ClearAccessTM remote monitoring & control capabilities | - | ✓ |
Applications
Real-world examples
Exxon Mobil’s PNG LNG Project required a Potable Water Treatment Plant (PWTP) and a Wastewater Treatment Plant (WWTP) to service the 630 man permanent facilities compound in Port Moresby. Recognising MAK Water’s expertise in design and manufacture of high quality, fully automated, packaged water and sewage treatment plants for Oil and Gas projects, the construction contractor engaged MAK Water to design and construct the plants. Further to the offsite manufacture and supply of the plants, site installation and commissioning assistance, and a service agreement to support the facility operator were also provided.
Port Moresby, Papua New Guinea, Overseas

The Combabula Gas Processing Facility (GPF) and Village is located three hours north-west of Roma, QLD and is part of the Australia Pacific LNG upstream gas processing pipeline. The project included construction offices, a 200 person village (phase 1) and a 350 person village (phase 2), with administration and support buildings. MAK Water was contracted to design, manufacture and commission a customised 550EP potable water treatment plant to treat bore water for compliance with Australian Drinking Water Guidelines (ADWG). The client was looking for a fully automated, low maintenance system with online monitoring, suitable for such a remote location.
Combabula, Queensland

The owner of a lithium mine undergoing expansion near Kalgoorlie in Western Australia required assistance with upgrade of the existing water infrastructure to provide a reliable supply of water for the new processing plant. With limited availability of fresh water the focus was to provide a water treatment to re-use existing process water. MAK Water worked closely with the owner to design the best possible solution, which allowed for multiple feed sources of varying quality. The whole process consisted of four new water treatment plants and upgrade of an existing plant to achieve the required outcome. A UF plant was installed in the first stage of the treatment process to receive a blend of ground water, surface water and recycled process water. The UF plant supplies consistent quality filtrate for use as RO feed water, as well as for dust suppression and backwash. MAK Water was also awarded a long-term contract to operate and maintain all of the water treatment plants onsite.
Goldfields-Esperance, Western Australia

As part of a major upgrade to the Christies Beach WWTP an in-channel Ultraviolet (UV) disinfection system was installed to disinfect the secondary treated effluent from the C-Plant submerged membrane bioreactors. Treated water exiting the UV disinfection plant is discharged to an off-site reuse scheme or discharged to a marine environment and reticulated for onsite reuse. The C3500™D UV system supplied by Calgon Carbon UV Technologies, was selected for the project.
Christies Beach, South Australia

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