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Water treatment isn't just about making water "clean"—it's a carefully sequenced engineering system where each process targets specific contaminants using distinct physical, chemical, or biological mechanisms. You're being tested on understanding why certain processes work, when they're applied in the treatment train, and how they interact with water chemistry. The AP exam loves asking about trade-offs between methods, the science behind removal mechanisms, and real-world applications like desalination or wastewater reuse.
As you study these processes, focus on the underlying principles: particle destabilization, gravity separation, physical barriers, chemical oxidation, and microbial metabolism. Don't just memorize that chlorine disinfects water—know that it works through oxidation and understand why UV light achieves the same goal through a completely different mechanism. This conceptual understanding is what separates a 3 from a 5.
These processes remove contaminants based on physical properties like size, density, and settling velocity. The key principle is that particles can be separated from water without chemical transformation—you're physically relocating them, not destroying them.
Compare: Sedimentation vs. Filtration—both physically separate particles, but sedimentation relies on gravity and particle density while filtration uses a physical barrier. On FRQs about treatment train design, explain why filtration follows sedimentation (removes what gravity can't).
These processes use chemical reactions to transform, destabilize, or remove contaminants. The underlying principle is manipulating water chemistry—charge neutralization, oxidation, or ion substitution—to achieve treatment goals.
Compare: Coagulation vs. Ion Exchange—both are chemical processes, but coagulation destabilizes particles for physical removal while ion exchange swaps dissolved ions. If asked about removing dissolved heavy metals, ion exchange is typically your answer; for turbidity, think coagulation.
These processes rely on mass transfer—moving contaminants from water to another phase (solid surface or air). The principle is exploiting differences in chemical affinity or volatility to extract specific pollutants.
Compare: Activated Carbon vs. Air Stripping—both remove organic compounds, but carbon works through adsorption (binding to a solid) while air stripping exploits volatility (transfer to gas phase). Volatile organics like benzene respond well to air stripping; non-volatile compounds require carbon.
These processes target living organisms—either killing pathogens or harnessing beneficial microbes. The key distinction is whether you're destroying life (disinfection) or using it (biological treatment).
Compare: Chlorination vs. UV Disinfection—both kill pathogens, but chlorine provides residual protection in distribution systems while UV does not. FRQs may ask you to justify choosing one over the other based on system needs or disinfection byproduct concerns.
| Concept | Best Examples |
|---|---|
| Physical separation by gravity | Sedimentation |
| Physical barrier removal | Filtration, Membrane Processes |
| Particle destabilization | Coagulation and Flocculation |
| Chemical optimization | pH Adjustment |
| Ion substitution | Ion Exchange |
| Surface adsorption | Activated Carbon Adsorption |
| Gas-phase transfer | Aeration and Air Stripping |
| Pathogen destruction | Disinfection (chlorination, UV, ozone) |
| Microbial metabolism | Biological Treatment |
| Desalination technology | Reverse Osmosis |
Which two processes both remove particles physically but use different mechanisms—and in what order would they appear in a conventional treatment train?
Compare chlorination and UV disinfection: what advantage does chlorination have for distribution systems, and what advantage does UV have regarding byproducts?
A water source has high turbidity and dissolved heavy metals. Which processes would you sequence to address both problems, and why?
How do activated carbon adsorption and air stripping differ in their removal mechanisms, and what type of contaminant is each best suited for?
An FRQ asks you to design a treatment system for wastewater reuse. Explain why biological treatment would precede membrane filtration in your design.