5.4 Trend Analysis and Process Adjustments
Key Takeaways
- A single lab result starts an investigation; a confirmed trend supports a process adjustment.
- Interpret BOD, TSS, DO, pH, alkalinity, ammonia, nitrate, residual, MLSS, SVI, RAS, and WAS data as a connected process story.
- Verify sampling and instrument quality before changing aeration, wasting, return rates, chemical feed, or disinfection dose.
- Good trend analysis distinguishes hydraulic shock, organic loading, toxicity, nitrification stress, clarifier problems, and lab error.
Reading plant data as a story
Trend analysis turns daily readings into decisions. WPI's wastewater treatment outlines emphasize application and interpretation, not just recall, so expect scenarios with several clues: influent flow, BOD or COD, mixed liquor suspended solids (MLSS), dissolved oxygen (DO), sludge volume index (SVI), sludge blanket, ammonia, nitrate, pH, alkalinity, chlorine residual, ultraviolet transmittance, turbidity, or operator observations. The task is to decide what is changing, whether the data are trustworthy, and which control lever fits the cause.
A good operator avoids two bad habits. The first is single-number chasing, such as increasing wasting because one SVI result is high while the clarifier blanket, microscopy, and duplicate settleometer look normal. The second is data denial, such as ignoring repeated ammonia breakthrough because the aeration basin looks acceptable. The exam often rewards the middle path: verify the unusual value, compare it with related indicators, then make a proportional adjustment.
Build the timeline
Put data in process order. Influent flow and strength hit the plant before aeration DO changes, before clarifier blankets rise, before effluent TSS increases, and before permit samples show excursions. A storm may dilute BOD concentration while increasing hydraulic loading. An industrial slug may change pH, toxicity, color, odor, or oxygen uptake before normal daily composite data catch up. A blower problem may lower DO first, then ammonia removal fails because nitrifiers are oxygen-sensitive and slow-growing.
| Trend pattern | Likely investigation | First disciplined response |
|---|---|---|
| Flow spike, low influent BOD concentration, rising blankets | Hydraulic overload or washout | Check RAS capacity, blankets, weirs, wet-weather routing |
| Stable flow, high influent BOD loading, falling DO | Organic overload | Verify blowers/diffusers, raise aeration as needed, watch F/M |
| Falling pH/alkalinity, rising ammonia | Nitrification stress | Check alkalinity, DO, SRT, temperature, toxic inputs |
| High SVI, turbid supernatant, filament signs | Bulking or young sludge issue | Confirm settleability and microscopy, review F/M and wasting |
| Good disinfection dose, low residual | High demand, contact issue, or analyzer fault | Verify sample point, analyzer, contact basin, demand changes |
| One impossible value, no process symptoms | Sampling, instrument, or transcription error | Check QA/QC before adjusting process |
Connect related parameters
BOD loading and DO belong together. If BOD loading rises but DO stays steady and effluent BOD remains low, the process may be handling the load. If BOD loading rises, DO drops, and oxygen uptake increases, aeration capacity or blower distribution deserves attention. Do not solve an oxygen-transfer problem by changing wasting first unless solids age is also part of the evidence.
MLSS, MLVSS, F/M, MCRT, RAS, and WAS tell the solids story. WAS is the long-term inventory control. Increasing WAS lowers solids age after a delay; decreasing WAS raises solids age after a delay. RAS changes where settled biomass goes and can lower a clarifier blanket quickly, but excessive RAS can hydraulically stress the clarifier or return too much dissolved oxygen or nitrate to a zone where it is not wanted. A trend question that asks for immediate blanket control may point to RAS; a trend question about old sludge, nitrification, or F/M often points to WAS and MCRT.
Nutrients require slower thinking. Nitrification needs adequate DO, alkalinity, temperature, and sludge age. Denitrification needs anoxic conditions, nitrate, and available carbon. If ammonia climbs after cold weather and sludge wasting was recently increased, the likely cause may be insufficient SRT for nitrifiers. If sludge rises in the secondary clarifier while nitrate is present and the blanket sits too long, unwanted denitrification may be lifting solids.
Worked trend scenario
A plant normally runs MLSS at 2,800 mg/L, SVI near 110 mL/g, ammonia below 1 mg/L, and aeration DO around 2 mg/L. Over a week, wasting was increased to reduce a high blanket. MLSS falls to 2,100 mg/L, SVI improves slightly, but ammonia rises to 5 mg/L and effluent BOD remains acceptable. The best interpretation is not toxic shock or primary clarifier failure. The trend suggests solids age may have been reduced too far for nitrification. The measured response is to verify DO, pH, alkalinity, temperature, and ammonia sampling, then reduce wasting enough to rebuild nitrifier inventory while monitoring blankets.
Avoiding overcorrection
Process changes have lag time. Aeration DO can respond quickly. Chlorine dose and residual can respond quickly but still require contact time. RAS affects blankets over hours. WAS affects MCRT over days. Digester and biosolids changes may take much longer. If the exam asks what to check next, the safest answer is often data verification and related-parameter review. If it asks what adjustment controls a confirmed long-term solids-age problem, choose the control that changes sludge age rather than a cosmetic response.
Data quality before action
Trend interpretation depends on good data. Confirm that composites represent average loading, grab samples represent instantaneous parameters, online probes are calibrated, samples were held and preserved correctly, and units are consistent. A 30 percent removal drop calculated from mismatched sampling points is not a process failure; it is a data-quality failure. Once the data are trustworthy, make changes in measured steps, record the reason, and watch the next process indicators rather than waiting only for the monthly discharge monitoring report.
A final practical check is seasonality. Cold water, wet-weather infiltration, industrial schedules, and holiday loading changes can all move trends without meaning the same corrective action is needed every time.
After a wet-weather flow spike, the plant shows rising secondary blankets and higher effluent TSS, while influent BOD concentration is lower than usual. What is the best first investigation?
A plant increased wasting for several days. MLSS and MCRT fell, effluent BOD stayed low, but ammonia began rising. Which explanation best fits the trend?
An online chlorine analyzer shows a sudden residual drop, but the grab test at the same point is normal and plant flow and demand are stable. What should the operator suspect first?