Environmental audits from the Ministry of Environment and Forestry most often find the same violation: BOD and COD in the effluent exceed the discharge standards. The result: warning letters, fines, and in serious cases, temporary operational shutdown. For food and beverage producers, hospitals, palm-oil mills, and textile factories, this is not a small problem — remediation costs can run into billions of rupiah.
The good news: lowering BOD and COD is microbial biology, not magic. The right biological approach — cheap and sustainable — can drop both parameters by up to 90% with relatively modest infrastructure investment.
What BOD and COD mean — briefly
BOD (Biochemical Oxygen Demand): the amount of oxygen (mg/L) microbes need to break down the organic matter in water over a defined period (typically 5 days, written BOD₅). It measures the biodegradable organic content.
COD (Chemical Oxygen Demand): the amount of oxygen needed to chemically oxidize the organic matter (via reaction with potassium dichromate). It measures total organic content — biodegradable or not.
Practical consequence: COD is always greater than or equal to BOD. The BOD/COD ratio tells you the quality of the waste:
- BOD/COD > 0.5 → easily biodegradable (F&B, general hospital waste)
- BOD/COD = 0.3–0.5 → still biological, needs pre-treatment
- BOD/COD < 0.3 → dominated by recalcitrant compounds (textile, chemicals) — needs chemical/physical pre-treatment
Measure this ratio before choosing a method. Many WWTP projects fail because biological technology is installed for waste whose COD is dominated by non-biodegradable compounds.
Indonesian discharge standards
Regulation MOEF No. 5 of 2014 (and subsequent revisions) sets per-sector effluent standards. Some typical figures:
SectorBOD₅ (mg/L)COD (mg/L) Hospital3080 Domestic (≥100 m³/day)30100 Food industry50100 Palm oil (POME effluent)100350 Textile60150Always check the latest regulation — per-sector figures can be revised. The point: know your effluent target before designing the system.
Why BOD/COD is high — find the source first
Before investing in new technology, audit the source:
- Process leaks. Product residue, oil, sugar, milk, blood — things that shouldn't enter the drainage. Identifying leak points often cuts 30–50% of the organic load with no technology cost.
- Flow variability. A WWTP is designed for an average load. A spike (shock loading) during certain production shifts can kill the microbial culture — and COD then spikes for days afterwards while the system recovers.
- Microbial nutrient deficiency. The ideal C:N:P ratio for aerobic systems is ~100:5:1. F&B waste is often N- or P-deficient (lots of sugar, little nitrogen) — microbes can't grow effectively.
- Extreme pH. Microbes work best at pH 6.5–8.5. Raw POME is pH 4 — neutralization first is mandatory.
Three main approaches to lower BOD/COD
Before zooming in on biology, a quick recap:
- Physical: screening, sedimentation, flotation (DAF), filtration. Removes solids and fats. Doesn't lower dissolved COD.
- Chemical: coagulation-flocculation, advanced oxidation (Fenton, ozone). Expensive, produces chemical sludge, good for recalcitrant COD.
- Biological: use microbes to consume the BOD. Cheap, sustainable, produces less sludge that is easier to manage.
For 80% of Indonesian industrial waste cases (F&B, hospitals, domestic, livestock), biology is the primary choice. The rest need a hybrid: chemical pre-treatment → biology.
Biological approaches: two main families
Aerobic — needs oxygen
Aerobic microbes oxidize organic matter into CO₂ + water + new biomass. Result: BOD/COD drops quickly, the effluent is clear and odorless.
Popular technologies:
- Activated sludge — aeration tank + secondary clarifier. The standard for medium-to-large WWTPs. BOD removal 85–95%, COD 80–90%.
- MBBR (Moving Bed Biofilm Reactor) — a tank with plastic media that grows biofilm. Smaller footprint, more resistant to shock loading.
- SBR (Sequencing Batch Reactor) — one tank, several sequenced phases. Good for fluctuating flow.
- Aerobic biofilter — microbes grow on media (gravel, plastic) with wastewater trickling from above. Simple for small scale.
Anaerobic — no oxygen
Anaerobic microbes break organic matter into biogas (CH₄ + CO₂) + mineral sludge. Slower but more suitable for high-BOD/COD waste (>2000 mg/L) due to its energy efficiency and biogas production.
Popular technologies:
- UASB (Upflow Anaerobic Sludge Blanket) — the standard for strong industrial waste. COD removal 70–85%, biogas usable as energy.
- Anaerobic digester — for POME, livestock, food waste.
- Septic tank + bioseptik — a simple version for small domestic systems; see our article on septic tanks for details.
For a deeper look at the differences between these two systems, read Aerobic vs Anaerobic Bacteria in Wastewater Treatment.
A practical strategy: combine anaerobic + aerobic
For high-COD waste (>1500 mg/L), an anaerobic → aerobic combination is far more efficient than aerobic alone:
- Stage 1 — Anaerobic: drop COD from 5000 → 800 mg/L (84% removal). Produce biogas as an energy source.
- Stage 2 — Aerobic: drop COD from 800 → 80 mg/L (90% removal). The effluent is ready to discharge to the standard.
Total: 98% removal, energy generated, less sludge produced. This is the industry standard for large F&B (dairy, brewery, meat) and POME.
For small facilities (Type C hospitals, small factories), a simple MBBR + clarifier is often enough.
How to verify the BOD/COD drop
Without routine measurement, a "we've reduced it" claim won't survive an audit. The minimum to do:
- Daily effluent samples. Use a quick COD test (test kit) for internal monitoring. BOD test weekly (it takes 5 days in the lab).
- Monthly validation at an accredited lab. Reporting to MOEF requires a KAN-accredited lab. These results are proof of compliance.
- 6-month trend chart. Plot daily COD/BOD. A spike on a specific day? Trace to the source — there's usually an unidentified process leak.
- Microbial culture audit. Quarterly sludge microscopy. An experienced operator can identify filamentous bulking, dispersed growth, or dead biomass from the floc's appearance.
Most common operator mistakes
- Over-dosing nutrient or bacteria. Adding bacteria continuously without measurement is just wasteful. Add only when MLSS drops below target (typically 2000–4000 mg/L for activated sludge) or after an upset.
- Skipping routine desludging. Excess sludge = dead microbes = COD doesn't drop. WAS (waste activated sludge) must be removed routinely per the calculated SRT.
- DO (dissolved oxygen) not monitored. For aerobic systems, ideal DO is 2 mg/L. <2 mg/L: nitrification dies, COD stops dropping. >3 mg/L: aerator power wasted.
- Shock loading without an equalization tank. Industrial waste often has peak hours. An equalization tank (minimum 4–8 hours retention) smooths the load.
- Switching to cheaper bacteria without testing. Bacteria sold as "BOD/COD specialist" vary wildly in quality. Always run a 30-day pilot in a side tank before rolling out.
What Emguard offers
Emguard has two field-proven bacterial lines for wastewater treatment:
- Emguard Aerobic Bacteria — a consortium of Bacillus subtilis, Bacillus licheniformis, Pseudomonas and other cultures that effectively reduce BOD/COD in aeration tanks, biofilters, MBBR, and SBR. Used in hospital WWTPs, F&B plants, and palm-oil mills.
- Emguard Anaerobic Bacteria — an acetogen + methanogen consortium for UASB, septic tanks, and anaerobic digesters. For high-COD waste and industrial septic systems.
For every order, our team does a pre-assessment (waste data, flow, existing condition) and builds a specific dosing schedule. Consult via WhatsApp below.
Summary
Lowering BOD and COD isn't about buying the most expensive technology — it's about choosing an approach that matches your waste's characteristics. Audit the source first. Measure the BOD/COD ratio. Pick biology (aerobic, anaerobic, or a combination) according to the waste's strength. Validate routinely at an accredited lab. A system that runs consistently with an operator who understands microbiology always beats an expensive system with no monitoring.