Why Sewage Treatment Plants Fail When Designed Only on BOD

Understanding the hidden design gaps behind โ€œcompliantโ€ but unstable STPs
COD vs BOD infographic showing dissolved and particulate COD fractions, biodegradation time concept, and effluent targets including nitrogen and phosphorus.
COD vs BOD infographic showing dissolved and particulate COD fractions, biodegradation time concept, and effluent targets including nitrogen and phosphorus.
COD vs BOD infographic showing dissolved and particulate COD fractions, biodegradation time concept, and effluent targets including nitrogen and phosphorus.
When Compliance Does Not Mean Performance

Across India, many sewage treatment plants (STPs) technically comply with discharge norms prescribed by the Central Pollution Control Board (CPCB). Treated water reports show BOD values within limits, and yet these plants continue to face:

  • High and rising energy consumption

  • Persistent COD in the treated water

  • Poor or inconsistent nitrogen removal

  • Sludge handling and settling issues

  • Gradual decline in long-term performance

This raises a critical design question: Why do STPs fail operationally even when they meet BOD limits?

The answer lies not in operation alone, but in how the plant was designed in the first place.

The Fundamental Design Assumption Behind BOD-Based STPs
Illustration of STP design focused only on BOD (180 mg/L) while COD fractions and nutrient limits (N and P) also affect sewage treatment performance.
Illustration of STP design focused only on BOD (180 mg/L) while COD fractions and nutrient limits (N and P) also affect sewage treatment performance.
Illustration of STP design focused only on BOD (180 mg/L) while COD fractions and nutrient limits (N and P) also affect sewage treatment performance.

When an STP is designed primarily on BOD, it implicitly assumes that:

  • Most organic matter is easily biodegradable

  • Most organic matter is easily biodegradable

  • Oxygen demand is uniform and predictable

  • Biological reactions occur steadily over time

  • Meeting BOD automatically ensures overall treatment success

These assumptions were acceptable when:

  • Effluent expectations were limited to basic pollution control

  • Nutrient removal was not a priority

  • Energy efficiency was secondary

Today, these assumptions no longer hold.

Failure Mode 1: BOD Ignores a Large Portion of Organic Load

BOD measures only the oxygen demand of easily biodegradable organics over a fixed test period. It does not account for:

  • Slowly biodegradable particulate organics

  • Inert organic matter that cannot be biologically removed

As a result:

  • An STP may show low BOD

  • While significant COD remains untreated

This leads to:

  • Apparent compliance

  • Actual underperformance

๐Ÿ‘‰ To understand what BOD misses, read:

Failure Mode 2: Oxygen Is Supplied When Biology Cannot Use It

In many BOD-designed STPs:

  • Aeration duration is fixed

  • Oxygen is supplied continuously or for long periods

However, biological reactions do not occur continuously:

  • Some COD reacts immediately

  • Some reacts only after hydrolysis

  • Some never reacts at all

When aeration is applied outside these reaction windows:

  • Oxygen remains unused

  • Energy is consumed without treatment benefit

  • Performance plateaus despite longer aeration

This creates the illusion of โ€œunder-treatment,โ€ when the real issue is reaction timing mismatch.

๐Ÿ‘‰ This concept is explored in:

Failure Mode 3: Nutrient Removal Fails Despite Good BOD

Modern STPs are increasingly expected to control nitrogen. However, biological nitrogen removal requires:

  • Adequate biodegradable carbon

  • Carbon availability at the correct time

  • Alternating aerobic and anoxic conditions

BOD-based design does not ensure:

  • Sufficient carbon for denitrification

  • Proper timing of carbon availability

As a result:

  • Ammonia may be removed

  • Total nitrogen often remains high

This failure is often misattributed to operation, while the root cause lies in carbon availability not considered during design.

Failure Mode 4: Sludge Problems Accumulate Over Time
Wastewater treatment performance dashboard showing rising trends in BOD, COD, ammonia (NH4) and phosphorus (P), indicating STP underperformance and compliance risk.
Wastewater treatment performance dashboard showing rising trends in BOD, COD, ammonia (NH4) and phosphorus (P), indicating STP underperformance and compliance risk.
Wastewater treatment performance dashboard showing rising trends in BOD, COD, ammonia (NH4) and phosphorus (P), indicating STP underperformance and compliance risk.

Because BOD-based design does not explicitly consider:

  • Inert COD

  • Slowly biodegradable solids

These fractions tend to:

  • Accumulate in the system

  • Increase sludge volume

  • Affect settleability and stability

Over time, the STP becomes harder to operate, even though original design criteria were โ€œmet.โ€

Why These Failures Appear Gradually

One of the most misleading aspects of BOD-based design is that failure is rarely immediate.

Typically:

  • Initial performance appears acceptable

  • Problems emerge months or years later

  • Energy use increases first

  • Treatment stability declines next

This gradual degradation often shifts blame to:

  • Operators

  • Maintenance

  • Equipment

While the real cause is a design framework that never accounted for full organic behaviour.

Why Regulations Have Also Moved Beyond BOD

The increasing regulatory emphasis on COD and nutrients reflects these realities.

Regulatory bodies recognised that:

  • BOD-compliant plants still polluted receiving waters

  • Nutrients continued to drive eutrophication

  • Energy-intensive plants were unsustainable

๐Ÿ‘‰ This shift is explained in:

What a Better Design Approach Requires

To avoid these failures modes, STP design must consider:

  • COD behaviour, not just BOD values

  • Reaction timing, not just aeration hours

  • Hydrolysis and equalisation as core processes

  • Biology as the treatment mechanism, aeration as the enabler

This shift does not make systems complex - it makes them Predictable.

Conclusion

BOD-based design helped the industry reach a baseline level of compliance. However, modern STP challenges demand more than baseline thinking.

Plants fail not because they lack air or equipment, but because they were designed without understanding how sewage actually behaves.

Moving beyond BOD is not about changing regulations โ€” it is about changing design logic.