Zhongnuo supplied a 3600 TPD ultrafiltration water treatment system for a municipal water plant upgrade in Yaoundé, Cameroon. The project was designed to improve surface-water treatment capacity and provide a more stable source of clean water for nearby urban communities.
The existing treatment plant relied mainly on conventional sedimentation and sand filtration. Population growth, limited expansion space and seasonal changes in reservoir and river-water quality created an urgent need for a compact, automated treatment solution.
A modular skid-mounted UF system was selected to increase capacity while reducing the civil-construction work required for the water-plant expansion.
| Item | Project Details |
|---|---|
| Location | Yaoundé, Cameroon |
| Application | Municipal water-treatment plant upgrade |
| Raw water | Reservoir and river surface water |
| Daily net capacity | 3600m³/day |
| Average hourly output | Approximately 150m³/h |
| Main technology | Hollow-fiber ultrafiltration |
| Installation | Modular skid-mounted membrane trains |
| Cleaning system | Automatic backwashing + CEB + CIP |
| Control system | Industrial PLC with touchscreen HMI |
| Product-water use | Municipal drinking-water treatment |
The Yaoundé water plant faced several capacity and water-quality problems:
The reservoir and river source water contained variable levels of:
Peak rainy-season water quality was used as an important basis for designing the pretreatment and membrane-cleaning system.
Zhongnuo designed a 150m³/h municipal ultrafiltration system for surface-water treatment in Cameroon.
Multiple UF membrane trains operate in parallel, allowing individual trains to enter backwashing or cleaning cycles while the remaining modules continue producing water. The system uses cross-flow filtration, automatic backwashing, chemically enhanced backwashing and periodic CIP cleaning to control membrane fouling.
Reservoir/River Water → Screening → Coagulation and Flocculation → Clarification → Multimedia Filtration → Ultrafiltration System → UF Product-Water Tank → Final Disinfection → Municipal Distribution Network

The exact pretreatment process is adjusted according to peak turbidity, algae, organic matter and other raw-water parameters.
| Treatment Stage | Main Function |
|---|---|
| Screening | Removes leaves and larger debris |
| Coagulation and flocculation | Destabilizes fine particles and colloids |
| Clarification | Reduces sediment and solids loading |
| Multimedia filtration | Protects UF membranes from larger particles |
| Ultrafiltration | Reduces turbidity, colloids and many microorganisms |
| Backwashing and CEB | Removes accumulated membrane contaminants |
| CIP cleaning | Restores membrane performance when required |
| Final disinfection | Provides a disinfectant barrier before distribution |
The 3600m³/day UF plant in Yaoundé includes:


| Parameter | Project Specification |
|---|---|
| Net daily product-water capacity | 3600m³/day |
| Average net output | Approximately 150m³/h |
| Membrane type | Hollow-fiber UF membrane |
| Typical pore size | Approximately 0.01μm |
| Operating mode | Cross-flow filtration |
| Typical operating pressure | 0.1–0.3MPa |
| Design recovery rate | ≥90% under project conditions |
| Backwashing | Automatic |
| Chemical cleaning | CEB and CIP |
| Control mode | Automatic PLC |
| Installation type | Modular skid-mounted |
Actual output, recovery and cleaning frequency depend on source-water quality, temperature and membrane operating conditions.
After commissioning, the municipal UF water treatment system in Yaoundé provided up to 3600m³ of treated water per day under its design conditions.
The project delivered the following benefits:
Increased the water plant’s treatment capacity
Reduced product-water turbidity and suspended solids
Improved the removal of fine particles and colloids
Strengthened the treatment barrier against microorganisms
Stabilized water quality during seasonal raw-water changes
Reduced the expansion footprint by more than 60% compared with the original conventional expansion concept
Shortened on-site construction and installation time
Simplified routine operation through automatic control
Provided additional clean-water capacity for surrounding communitiesThe number of residents served depends on local daily per-capita water consumption and distribution-network capacity.
For drinking-water supply, UF must be combined with suitable final disinfection, distribution residual control and regular laboratory testing. Compliance with local requirements or relevant WHO guideline values should be confirmed using validated chemical and microbiological results.
A modular ultrafiltration system for municipal water treatment offers several advantages where land and construction time are limited:
Yes, but high-turbidity river or reservoir water normally requires screening, coagulation, clarification or media filtration before UF.
UF provides a strong physical barrier against many microorganisms when the correct membrane, operating conditions and membrane-integrity monitoring are used. Final disinfection is still required for municipal drinking-water systems.
No. Ultrafiltration removes particles and colloids but does not significantly reduce TDS or conductivity. Reverse osmosis is required for desalination.
Yes. Parallel membrane trains allow individual units to undergo backwashing or cleaning while other trains remain in production.
The system uses automatic backwashing, air scouring, chemically enhanced backwashing and periodic CIP cleaning based on pressure and flux changes.
Yes. The modular design allows additional UF membrane trains, pumps and control components to be installed when future demand increases.
Please provide:
Zhongnuo provides customized large-scale UF systems for municipal water-treatment projects in Africa, including process design, modular equipment manufacturing and factory testing.
Zhongnuo supplied a 3600 TPD ultrafiltration water treatment system for a municipal water plant upgrade in Yaoundé, Cameroon. The project was designed to improve surface-water treatment capacity and provide a more stable source of clean water for nearby urban communities.
The existing treatment plant relied mainly on conventional sedimentation and sand filtration. Population growth, limited expansion space and seasonal changes in reservoir and river-water quality created an urgent need for a compact, automated treatment solution.
A modular skid-mounted UF system was selected to increase capacity while reducing the civil-construction work required for the water-plant expansion.
| Item | Project Details |
|---|---|
| Location | Yaoundé, Cameroon |
| Application | Municipal water-treatment plant upgrade |
| Raw water | Reservoir and river surface water |
| Daily net capacity | 3600m³/day |
| Average hourly output | Approximately 150m³/h |
| Main technology | Hollow-fiber ultrafiltration |
| Installation | Modular skid-mounted membrane trains |
| Cleaning system | Automatic backwashing + CEB + CIP |
| Control system | Industrial PLC with touchscreen HMI |
| Product-water use | Municipal drinking-water treatment |
The Yaoundé water plant faced several capacity and water-quality problems:
The reservoir and river source water contained variable levels of:
Peak rainy-season water quality was used as an important basis for designing the pretreatment and membrane-cleaning system.
Zhongnuo designed a 150m³/h municipal ultrafiltration system for surface-water treatment in Cameroon.
Multiple UF membrane trains operate in parallel, allowing individual trains to enter backwashing or cleaning cycles while the remaining modules continue producing water. The system uses cross-flow filtration, automatic backwashing, chemically enhanced backwashing and periodic CIP cleaning to control membrane fouling.
Reservoir/River Water → Screening → Coagulation and Flocculation → Clarification → Multimedia Filtration → Ultrafiltration System → UF Product-Water Tank → Final Disinfection → Municipal Distribution Network

The exact pretreatment process is adjusted according to peak turbidity, algae, organic matter and other raw-water parameters.
| Treatment Stage | Main Function |
|---|---|
| Screening | Removes leaves and larger debris |
| Coagulation and flocculation | Destabilizes fine particles and colloids |
| Clarification | Reduces sediment and solids loading |
| Multimedia filtration | Protects UF membranes from larger particles |
| Ultrafiltration | Reduces turbidity, colloids and many microorganisms |
| Backwashing and CEB | Removes accumulated membrane contaminants |
| CIP cleaning | Restores membrane performance when required |
| Final disinfection | Provides a disinfectant barrier before distribution |
The 3600m³/day UF plant in Yaoundé includes:


| Parameter | Project Specification |
|---|---|
| Net daily product-water capacity | 3600m³/day |
| Average net output | Approximately 150m³/h |
| Membrane type | Hollow-fiber UF membrane |
| Typical pore size | Approximately 0.01μm |
| Operating mode | Cross-flow filtration |
| Typical operating pressure | 0.1–0.3MPa |
| Design recovery rate | ≥90% under project conditions |
| Backwashing | Automatic |
| Chemical cleaning | CEB and CIP |
| Control mode | Automatic PLC |
| Installation type | Modular skid-mounted |
Actual output, recovery and cleaning frequency depend on source-water quality, temperature and membrane operating conditions.
After commissioning, the municipal UF water treatment system in Yaoundé provided up to 3600m³ of treated water per day under its design conditions.
The project delivered the following benefits:
Increased the water plant’s treatment capacity
Reduced product-water turbidity and suspended solids
Improved the removal of fine particles and colloids
Strengthened the treatment barrier against microorganisms
Stabilized water quality during seasonal raw-water changes
Reduced the expansion footprint by more than 60% compared with the original conventional expansion concept
Shortened on-site construction and installation time
Simplified routine operation through automatic control
Provided additional clean-water capacity for surrounding communitiesThe number of residents served depends on local daily per-capita water consumption and distribution-network capacity.
For drinking-water supply, UF must be combined with suitable final disinfection, distribution residual control and regular laboratory testing. Compliance with local requirements or relevant WHO guideline values should be confirmed using validated chemical and microbiological results.
A modular ultrafiltration system for municipal water treatment offers several advantages where land and construction time are limited:
Yes, but high-turbidity river or reservoir water normally requires screening, coagulation, clarification or media filtration before UF.
UF provides a strong physical barrier against many microorganisms when the correct membrane, operating conditions and membrane-integrity monitoring are used. Final disinfection is still required for municipal drinking-water systems.
No. Ultrafiltration removes particles and colloids but does not significantly reduce TDS or conductivity. Reverse osmosis is required for desalination.
Yes. Parallel membrane trains allow individual units to undergo backwashing or cleaning while other trains remain in production.
The system uses automatic backwashing, air scouring, chemically enhanced backwashing and periodic CIP cleaning based on pressure and flux changes.
Yes. The modular design allows additional UF membrane trains, pumps and control components to be installed when future demand increases.
Please provide:
Zhongnuo provides customized large-scale UF systems for municipal water-treatment projects in Africa, including process design, modular equipment manufacturing and factory testing.