COD and Its Fractions

Beyond BOD: Why COD Fractionation Is Essential for Modern CPCB-Compliant Sewage Treatment Plant Design
EcoTec EcoSBR STP design diagram explaining BOD versus COD fractionation, including soluble COD, particulate COD, readily biodegradable COD, inert COD, and biodegradable particulate COD in wastewater treatment.
EcoTec EcoSBR STP design diagram explaining BOD versus COD fractionation, including soluble COD, particulate COD, readily biodegradable COD, inert COD, and biodegradable particulate COD in wastewater treatment.
EcoTec EcoSBR STP design diagram explaining BOD versus COD fractionation, including soluble COD, particulate COD, readily biodegradable COD, inert COD, and biodegradable particulate COD in wastewater treatment.

For a very long time, Biochemical Oxygen Demand (BOD₅) has been the primary parameter used to design sewage treatment plants (STPs) in India. This approach evolved during a time when sewage characteristics were relatively uniform, treatment systems were large and civil-intensive, and operational optimisation was not a priority.

Today, however, sewage treatment has entered a new phase. Decentralised plants, modular package systems, SBRs, MBBRs, and high-rate biological processes demand greater design precision and better alignment with actual biological behaviour.

While BOD continues to remain a mandatory regulatory compliance parameter under the norms prescribed by the Central Pollution Control Board (CPCB), its role as a primary biological design parameter is increasingly limited. This has led to the adoption of COD fractionation, including soluble and insoluble COD components, as a more robust basis for modern STP design.

Why BOD Alone Is No Longer Sufficient

BOD₅ measures the oxygen demand exerted by biodegradable organic matter over a fixed five-day laboratory test period. While useful for compliance reporting, BOD does not provide insight into:

  • The rate at which organic matter is consumed

  • The rate at which organic matter is consumed

  • The availability of carbon for nitrogen removal

  • The availability of carbon for nitrogen removal

  • The hydrolysis delay associated with particulate organics

  • The hydrolysis delay associated with particulate organics

  • Sludge yield and settleability behaviour

As a result, STPs designed purely on BOD often suffer from:

  • Conservative and oversized aeration systems

  • Conservative and oversized aeration systems

  • Inconsistent nitrogen removal performance

  • Inconsistent nitrogen removal performance

  • High energy consumption

  • Excess sludge generation

These limitations become more pronounced in compact and modular treatment systems with shorter hydraulic retention times (HRTs).

Understanding COD Fractionation

Chemical Oxygen Demand (COD) represents the total oxygen equivalent of organic matter present in sewage. Unlike BOD, COD can be fractionated to reflect how different organic components behave biologically.

Total COD (TCOD)

TCOD is divided into soluble COD and particulate (insoluble) COD, each influencing treatment performance in distinct ways.

Soluble COD and Its Sub-Fractions

Soluble COD is the fraction that passes through a 0.45 µm filter.

Readily Biodegradable COD (rbCOD)
  • Rapidly consumed by heterotrophic microorganisms

  • Provides the primary carbon source for denitrification

  • Plays a key role in biological nutrient removal (BNR) and aerobic granular sludge formation

Soluble Biodegradable COD (sbCOD)
  • Includes rbCOD and other soluble organics that degrade within short time frames

  • Supports microbial growth and oxygen uptake dynamics

Soluble Inert COD (siCOD)
  • Non-biodegradable

  • Passes through biological systems unchanged

  • Determines the minimum achievable effluent COD, regardless of process efficiency

Insoluble (Particulate) COD and Its Significance

Particulate or insoluble COD is retained on a 0.45 µm filter and is often underestimated in conventional designs.

Biodegradable Particulate COD (bCOD or Xb)
  • Requires hydrolysis before it can be utilised by microorganisms

  • Hydrolysis is significantly slower than soluble substrate uptake

  • Governs the required sludge retention time (SRT) and biological stability

Inert Particulate COD (Xi)
  • Non-biodegradable solids

  • Directly contributes to sludge production

  • Influences sludge handling, dewatering, and disposal costs

In Indian sewage, particulate and inert fractions are often high due to grit, suspended solids, and non-biodegradable domestic inputs, making this fraction especially important.

Why Insoluble COD Is Critical in Modern STP Design

In compact and high-rate systems, hydrolysis of particulate COD often becomes the rate-limiting step. BOD does not capture this delay, leading to overestimation of biological reaction rates and underestimation of required SRT.

Ignoring insoluble COD can result in:
  • Poor settleability

  • Frequent sludge withdrawal

  • Instability during load fluctuations

COD fractionation explicitly accounts for these factors, enabling more reliable designs.

Benefits of COD Fractionation in CPCB-Compliant Design
Improved Nitrogen Removal

CPCB norms increasingly emphasise ammonia and total nitrogen control. Denitrification requires readily available carbon, which is accurately quantified only through rbCOD and sbCOD assessment.

Aeration and Energy Optimisation

By distinguishing fast and slow biodegradable fractions:

  • Aeration can be aligned with actual biological demand

  • Over-aeration associated with conservative BOD assumptions is avoided

  • Energy consumption and blower sizing are optimised

Predictable Sludge Generation

Inert particulate COD directly determines sludge production. Accounting for this fraction allows better planning of sludge handling systems and lifecycle costs.

Stability in Modular and Package STPs

COD fractionation enables:

  • Accurate SRT selection

  • Stable operation under variable influent conditions

  • Improved performance of SBR, MBBR, and granular sludge systems

Relationship Between COD Fractionation and CPCB Parameters

While CPCB standards continue to specify BOD, COD, TSS, and nutrient limits for compliance, COD fractionation serves as a design and optimisation tool, not a replacement for regulatory parameters.

  • BOD: Compliance and reporting

  • COD: Identification of treatable vs inert organics

  • Nitrogen Limits: Dependent on rbCOD availability

  • TSS and Sludge: Influenced by particulate COD fractions

A Practical Design Philosophy for Indian STPs

A modern, CPCB-aligned approach integrates both regulatory and biological perspectives:

  • Design Basis: COD fractionation (rbCOD, sbCOD, bCOD, Xi)

  • Operational Control: Phase-based aeration, SRT management

  • Compliance Reporting: BOD, COD, TSS as per CPCB norms

This approach bridges the gap between what regulators measure and how biological systems actually function.

BOD remains an essential compliance parameter, but it is no longer sufficient as a standalone basis for designing modern sewage treatment plants. Incorporating soluble and insoluble COD fractionation enables predictable performance, energy efficiency, and long-term stability—particularly under Indian sewage conditions.

As sewage treatment technologies evolve, design methodologies must evolve alongside regulatory frameworks, ensuring that CPCB compliance is achieved through scientifically sound and operationally robust systems.