Study smarter with Fiveable
Get study guides, practice questions, and cheatsheets for all your subjects. Join 500,000+ students with a 96% pass rate.
Membrane filtration is the backbone of modern advanced wastewater treatment, and you're being tested on understanding why different membranes work for different applications—not just memorizing pore sizes. These technologies demonstrate core principles of mass transfer, pressure-driven separation, osmotic gradients, and biological-physical hybrid systems. When exam questions ask you to select an appropriate treatment technology or design a treatment train, your ability to match contaminant characteristics to membrane capabilities will determine your success.
Don't just memorize that reverse osmosis removes 99% of dissolved salts—know why it requires high pressure, how it compares to forward osmosis energetically, and when you'd choose nanofiltration instead. The conceptual categories below organize these technologies by their driving mechanisms and separation principles, which is exactly how FRQ prompts will frame them.
These membranes physically exclude contaminants based on particle or molecular size, with pressure forcing water through progressively smaller pores. The smaller the pore size, the higher the required operating pressure and energy demand.
Compare: Nanofiltration vs. Reverse Osmosis—both remove dissolved substances, but NF selectively passes monovalent ions while RO removes nearly everything. If an FRQ asks about treating hard water without full demineralization, NF is your answer; for desalination or maximum contaminant removal, choose RO.
Unlike pressure-driven systems, these technologies harness natural osmotic gradients or combine osmosis with other driving forces. Energy requirements drop when you work with concentration gradients rather than against them.
Compare: Forward Osmosis vs. Reverse Osmosis—both use semi-permeable membranes for desalination, but FO works with osmotic gradients (low energy, requires draw solution recovery) while RO works against them (high energy, direct product water). FO excels in energy-constrained scenarios; RO dominates when reliable, high-purity output is essential.
Electrodialysis uses electrical potential rather than pressure or osmosis to move ions, offering unique advantages for specific ion recovery and brackish water treatment.
Compare: Electrodialysis vs. Reverse Osmosis—both achieve desalination, but ED moves ions out of water while RO moves water away from ions. ED becomes more efficient at lower salinities and when ion recovery has economic value; RO is preferred for high-salinity feeds and when simplicity matters.
Membrane bioreactors combine biological degradation with physical separation, representing a paradigm shift from conventional activated sludge systems.
Compare: MBR vs. Conventional Activated Sludge—both rely on biological degradation, but MBR replaces gravity settling with membrane separation. This allows higher biomass concentrations, smaller footprints, and better effluent quality, though at higher capital and energy costs. Choose MBR when space is limited or effluent quality requirements are stringent.
The choice between ceramic and polymeric membranes affects durability, fouling resistance, and application suitability. Material selection often determines operational success in challenging environments.
Compare: Ceramic vs. Polymeric Membranes—both achieve similar separations, but ceramics excel in high-temperature, chemically aggressive, or high-fouling environments despite higher upfront costs. Polymeric membranes dominate cost-sensitive municipal applications where operating conditions are moderate.
| Concept | Best Examples |
|---|---|
| Size exclusion (large to small pores) | MF, UF, NF, RO |
| Pressure-driven processes | MF, UF, NF, RO |
| Osmotically-driven processes | FO, MD |
| Electrically-driven separation | ED |
| Hybrid biological-physical systems | MBR |
| High chemical/thermal resistance | Ceramic membranes |
| Cost-effective municipal treatment | Polymeric membranes, MBR |
| Desalination applications | RO, ED, FO, MD |
| Pre-treatment technologies | MF, UF |
| Energy-efficient alternatives to RO | FO, ED, MD |
Which two membrane processes both achieve desalination but use fundamentally different driving forces? Explain why one might be preferred over the other for brackish water treatment.
If you needed to remove hardness and color from water without complete demineralization, which membrane technology would you select, and why is it preferable to RO for this application?
Compare and contrast MBR with conventional activated sludge treatment. Under what circumstances would the higher cost of MBR be justified?
A facility needs to treat high-temperature, chemically aggressive wastewater. Which membrane material would you recommend, and what trade-offs does this choice involve?
Arrange MF, UF, NF, and RO in order of increasing operating pressure, and explain the relationship between pore size, target contaminants, and energy requirements across this spectrum.