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newSchoolWorks.com › VoTechWorks › Agriculture, Environment & Public Service › Aquaculture & Marine Science Tech › Water Quality Monitoring and Management for Aquaculture › Lesson 11
AGR-AQUA50-03 · Lesson 11 · 22 clock hours · demo

Water Treatment Chemistry: Aeration, Ozone, UV, and Chemical Amendments

Objective. Students describe the operating principles of aeration, ozone, ultraviolet sterilization, and chemical treatment systems used in aquaculture, calculate treatment doses or flow rates for a given system volume, and explain the safety hazards of each technology.

⚠ Pending professional review

This lesson, its worked examples and its practice questions has not yet been verified by a licensed professional in the field or by a certification or approval body. It is a study draft and may contain errors. Do not use it as instructions for work on a job site or on live equipment. Always follow your instructor, your supervising professional, and current official references and regulations.

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Water Treatment Chemistry: Aeration, Ozone, UV, and Chemical Amendments

Aquaculture systems must deliver clean, oxygen-rich, pathogen-reduced water continuously. Four technology families accomplish this: aeration/oxygenation, ozone treatment, ultraviolet (UV) sterilization, and chemical amendments. Each targets a different parameter, and each carries real hazards you must understand before you work around them.

Aeration and Oxygenation

Aeration dissolves atmospheric oxygen into water and drives off dissolved carbon dioxide, hydrogen sulfide, and other gases. Simple paddle wheels, air stones, and cascade trays work well at modest stocking densities. At high densities—common in recirculating aquaculture systems (RAS)—pure oxygen injection through cone contactors or U-tube aerators supplements air to keep dissolved oxygen (DO) above species thresholds (typically 6–8 mg/L for salmonids, somewhat lower for warmwater species).

Key operating points: water temperature and salinity set the maximum possible DO (saturation). Warmer or saltier water holds less oxygen. Aeration equipment must be sized to the system's biological oxygen demand, not just tank volume.

Safety: Oxygen-enriched atmospheres above 23.5% O₂ dramatically increase fire and explosion risk. Liquid oxygen (LOX) dewars and high-pressure cylinders require dedicated storage away from ignition sources, proper securing against tipping, and staff training in compressed-gas handling. Inspect hoses and fittings regularly for leaks.

Ozone Treatment

Ozone (O₃) is a powerful oxidizer generated on-site from dry air or pure oxygen by corona-discharge or UV-lamp generators. In aquaculture it degrades dissolved organics (yellowing compounds, taste/odor substances), oxidizes nitrite, and inactivates pathogens. Ozone is applied in a contact chamber, and any residual ozone must be fully destroyed—typically by activated-carbon filtration or a thermal destruct unit—before water contacts fish, because even low residuals are toxic to aquatic animals.

Safety is critical. Ozone is a lung irritant and oxidizer. OSHA sets the permissible exposure limit (PEL) for ozone at 0.1 parts per million (ppm) as an 8-hour time-weighted average. Ozone rooms must have continuous ambient monitors with audible alarms, and workers must wear supplied-air respirators if concentrations exceed safe levels. Never bypass destruct units. Post lockout/tagout (LOTO) procedures on generator panels, because energized generators produce ozone immediately.

Ultraviolet Sterilization

UV sterilizers expose water to germicidal UV-C light (wavelength around 254 nm) as it flows through a quartz-sleeve lamp chamber. UV-C damages microbial DNA, preventing reproduction. It does not add or remove chemicals, so water chemistry is unchanged. Effectiveness is expressed as UV dose:

UV Dose (mJ/cm²) = UV Intensity (mW/cm²) × Exposure Time (s)

A 3-log reduction (99.9% kill) of most bacterial pathogens typically requires doses in the range of 25–40 mJ/cm², though the exact dose depends on the target organism—always consult published inactivation tables for your specific pathogen of concern.

Flow rate determines exposure time: slower flow = longer exposure = higher dose. Turbidity and dissolved organics reduce lamp intensity, so pre-filtration is essential. Quartz sleeves must be kept clean; fouling can reduce output dramatically.

Safety: UV-C is hazardous to eyes and skin. Never look directly at an operating UV lamp—even brief exposure causes photokeratitis (arc eye) and skin burns. UV sterilizers must be inspected only when powered off. Apply LOTO before opening any lamp housing. Lamp disposal follows local regulations for mercury-containing waste.

Chemical Amendments: Dechlorination

Municipal water contains residual chlorine or chloramine added for human health protection. Both are toxic to fish and to the nitrifying bacteria in biofilters. Before municipal water enters an aquaculture system, chlorine must be neutralized.

Sodium thiosulfate (Na₂S₂O₃) is the standard dechlorination agent. A common working guideline is approximately 7.4 mg of sodium thiosulfate per mg of chlorine per liter of water, though the precise stoichiometry depends on form (anhydrous vs. pentahydrate) and chlorine species—always verify with a current reference and confirm dechlorination with a DPD chlorine test kit after treatment. Chloramine requires a higher dose and longer contact time; consult product technical data for chloramine-specific rates.

Safety: Sodium thiosulfate is a relatively low-hazard chemical, but it must be measured accurately—overdose can deoxygenate water. Always calculate dose, have the calculation checked by a second person, and confirm with a test kit before water enters the system. Store chemicals in labeled, sealed containers away from acids.

Lockout/Tagout in the Treatment Train

Every electrical component in the treatment train—UV sterilizer, ozone generator, pump motors—is an energy isolation point. OSHA's LOTO standard (29 CFR 1910.147) requires that hazardous energy be isolated and locked before servicing. In this facility you will: (1) identify the energy source, (2) notify affected workers, (3) shut down the equipment, (4) isolate the energy source at the disconnect or breaker, (5) apply your personal lock and tag, and (6) verify zero energy by attempting to restart. You must be able to perform this procedure on any component you are assigned to inspect or maintain.

Putting It Together: The Treatment Train

A typical RAS treatment sequence is: (1) mechanical filtration (removes solids), (2) biofiltration (converts ammonia → nitrite → nitrate), (3) aeration/oxygenation (restores DO, strips CO₂), (4) UV sterilization (pathogen control), and optionally (5) ozone contact (organic oxidation) followed by destruct. Each stage must be properly sized and maintained; failure of one stage stresses all downstream stages and ultimately the fish.

Key terms10

UV DoseThe product of UV-C light intensity (mW/cm²) and exposure time (seconds), expressed in mJ/cm²; the quantity that determines how effectively UV sterilization inactivates pathogens.
3-Log ReductionA 99.9% reduction in viable pathogen count (one-thousandth of the starting population), achieved when the UV dose or disinfectant contact meets the required threshold for the target organism.
Ozone (O₃)A highly reactive oxygen molecule generated on-site and used in aquaculture to oxidize dissolved organics, oxidize nitrite, and inactivate pathogens; toxic to fish and humans at elevated concentrations.
OSHA PEL for OzoneThe permissible exposure limit set by OSHA for ozone in the workplace: 0.1 ppm as an 8-hour time-weighted average.
Sodium ThiosulfateA chemical reducing agent used to neutralize residual chlorine or chloramine in municipal water before it enters an aquaculture system; effectiveness must be confirmed with a chlorine test kit.
Lockout/Tagout (LOTO)An OSHA-required safety procedure (29 CFR 1910.147) in which hazardous energy sources are physically isolated, locked, and tagged before equipment is serviced or inspected, preventing accidental energization.
Dissolved Oxygen (DO)The concentration of oxygen dissolved in water, typically measured in mg/L; a critical water quality parameter that must be maintained above species-specific minimum thresholds in aquaculture systems.
Ozone Destruct UnitA device (typically activated carbon or thermal) that destroys ozone residual in treated water or off-gas before it can contact fish or be released into the work environment.
DPD Chlorine TestA colorimetric water test method using N,N-diethyl-p-phenylenediamine reagent to measure free and total chlorine residual; used to confirm complete dechlorination before water enters an aquaculture system.
Recirculating Aquaculture System (RAS)A land-based fish production system that treats and recycles a high percentage of its water through mechanical filtration, biofiltration, aeration, and disinfection stages rather than continuous flow-through.

Worked examples4

1. A UV sterilizer delivers an intensity of 5.0 mW/cm² at the quartz sleeve surface. The target pathogen requires 30 mJ/cm² for a 3-log reduction. What minimum exposure time (in seconds) must the water spend in the sterilizer?
  1. Write the UV dose formula: Dose (mJ/cm²) = Intensity (mW/cm²) × Time (s)
  2. Rearrange for time: Time = Dose ÷ Intensity
  3. Substitute values: Time = 30 mJ/cm² ÷ 5.0 mW/cm²
  4. Calculate: Time = 6.0 seconds
Answer: The water must be exposed for at least 6.0 seconds to achieve a 3-log reduction.
2. A UV sterilizer chamber has an effective volume of 4.5 liters (4,500 mL). If the required minimum exposure time is 6.0 seconds (from the previous example), what is the maximum allowable flow rate through the sterilizer in liters per minute (L/min)?
  1. Flow rate = Volume ÷ Time, with consistent units
  2. Convert exposure time to minutes: 6.0 s ÷ 60 = 0.10 min
  3. Flow rate = 4.5 L ÷ 0.10 min
  4. Calculate: Flow rate = 45 L/min
Answer: The maximum allowable flow rate is 45 L/min. Exceeding this reduces exposure time below the required 6.0 seconds and the dose will fall below 30 mJ/cm².
3. You need to dechlorinate a 5,000-liter tank of municipal water that tests at 2.0 mg/L free chlorine. Using a working guideline of 7.4 mg sodium thiosulfate per mg of chlorine per liter, how many grams of sodium thiosulfate are required?
  1. Identify the total chlorine to neutralize: 2.0 mg/L × 5,000 L = 10,000 mg of chlorine
  2. Apply the guideline dose ratio: 7.4 mg sodium thiosulfate per mg chlorine
  3. Total sodium thiosulfate needed: 10,000 mg × 7.4 = 74,000 mg
  4. Convert to grams: 74,000 mg ÷ 1,000 = 74 grams
  5. Note: After addition, confirm with a DPD chlorine test kit that residual chlorine reads zero before water enters the system
Answer: 74 grams of sodium thiosulfate are required. Always verify with a DPD test kit before introducing the water to fish or biofilter.
4. An ozone system targets a residual ozone concentration of 0.05 mg/L in the contact chamber at a flow rate of 200 L/min. If the system must maintain this residual continuously, how many milligrams of ozone must be delivered per minute (ignoring decay for this calculation)?
  1. Ozone delivered per minute = target concentration (mg/L) × flow rate (L/min)
  2. Ozone per minute = 0.05 mg/L × 200 L/min
  3. Calculate: 0.05 × 200 = 10 mg/min
  4. Safety check: confirm ambient ozone monitors are active; OSHA PEL is 0.1 ppm—ensure destruct unit is operational before starting the generator
Answer: 10 mg of ozone per minute must be delivered to maintain the 0.05 mg/L residual at 200 L/min flow.

The math in this lesson2

Learners compute flow rate as volume ÷ time for treatment-unit sizing.
6.RP.3A-CED.4
Brush up in the math halls at newSchoolWorks.com:
In class: Tour and sketch the water treatment train of the school's RAS or a partnering facility, labeling each treatment stage (mechanical filtration, biofiltration, UV sterilizer, aeration/oxygenation) and explaining what parameter each stage controls; identify any lockout/tagout points on electrical components. · Calculate the UV dose (mJ/cm²) required for a 3-log reduction of a target pathogen using a provided formula and a published UV intensity table; then calculate ozone demand for a given flow rate and residual target, and identify the OSHA PEL for ambient ozone in the work area. · Watch an instructor demonstration of sodium thiosulfate dechlorination of municipal water before system use: observe the dose calculation, addition, and confirmation with a chlorine test kit; then calculate the dechlorination dose for a 5,000-liter tank independently and have it checked before any chemical is handled.
Materials: UV sterilizer unit (demonstration, powered off during close inspection, LOTO demonstrated), ozone generator specification sheet, sodium thiosulfate, chlorine test kit (DPD method), calculator, OSHA PEL reference card for ozone, LOTO demonstration lock and tag set, Timmons & Ebeling RAS textbook
Check: UV dose and dechlorination calculations checked by instructor for accuracy within 5%; LOTO identification exercise: student correctly identifies and tags one designated energy isolation point on a non-operational pump; pass = both calculations correct and LOTO point correctly identified.

Practice check8

Answer each question, then check it. Nothing is recorded; this is your own practice.

Water Quality Monitoring and Management
1. Which formula correctly expresses UV dose?
Water Quality Monitoring and Management
2. A UV sterilizer operates at 8.0 mW/cm² intensity with a 5-second exposure time. What UV dose is delivered?
Occupational Safety and Health
3. What is the OSHA 8-hour time-weighted average permissible exposure limit (PEL) for ozone in the workplace?
Water Quality Monitoring and Management
4. Why must an ozone destruct unit be fully operational before ozonated water reaches the fish tanks?
Occupational Safety and Health
5. Before opening the lamp housing of a UV sterilizer for cleaning, a technician should FIRST:
Water Quality Monitoring and Management
6. A tank contains 10,000 liters of municipal water with 1.5 mg/L free chlorine. Using 7.4 mg sodium thiosulfate per mg chlorine per liter, approximately how many grams of sodium thiosulfate are needed?
Water Quality Monitoring and Management
7. Which water quality problem does aeration primarily address in a high-density RAS?
Water Quality Monitoring and Management
8. A technician increases the flow rate through a UV sterilizer without changing the lamp intensity. What is the effect on pathogen control?
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