Calculation of Chemical Oxygen Demand

Understanding the Calculation of Chemical Oxygen Demand (COD)

Chemical Oxygen Demand (COD) quantifies the oxygen required to oxidize organic and inorganic substances in water. It is a critical parameter for assessing water pollution levels and treatment efficiency.

This article delves into the detailed methodologies, formulas, and real-world applications for accurately calculating COD. Readers will gain expert-level insights into the variables, standards, and practical examples essential for environmental and chemical engineers.

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  • Calculate COD for a wastewater sample with 500 mg/L organic load using potassium dichromate method.
  • Determine the COD value from a given volume of sample and titrant consumption in a laboratory test.
  • Estimate the impact of industrial effluent with known COD on a municipal wastewater treatment plant.
  • Compare COD and BOD values for a river water sample to assess pollution severity.

Comprehensive Tables of Common COD Values

Below are extensive tables listing typical COD values found in various water and wastewater sources. These values serve as benchmarks for environmental monitoring and process control.

Water/Wastewater SourceTypical COD Range (mg/L)Average COD (mg/L)Notes
Domestic Sewage250 – 800500Typical household wastewater
Municipal Wastewater Influent300 – 1200700Raw sewage entering treatment plants
Municipal Wastewater Effluent20 – 10050After secondary treatment
Industrial Wastewater (Food Processing)1000 – 50003000High organic load from food industries
Industrial Wastewater (Textile)500 – 30001500Contains dyes and chemicals
Surface Water (Rivers)5 – 5020Varies with pollution level
Surface Water (Lakes)2 – 3015Generally lower than rivers
Groundwater1 – 105Usually low organic content
Landfill Leachate2000 – 150008000Highly contaminated with organics
Stormwater Runoff50 – 500200Variable depending on urbanization

Fundamental Formulas for Calculating Chemical Oxygen Demand

The calculation of COD is primarily based on the oxidation of organic matter by a strong oxidizing agent, typically potassium dichromate (K2Cr2O7), under acidic conditions. The amount of oxidant consumed is proportional to the oxygen equivalent required to oxidize the sample.

Basic COD Calculation Formula

The general formula to calculate COD in mg/L is:

COD (mg/L) = (Vb – Vs) Ɨ N Ɨ 8000 / mL of sample
  • Vb: Volume of titrant (ferrous ammonium sulfate) used for blank (mL)
  • Vs: Volume of titrant used for sample (mL)
  • N: Normality of titrant (eq/L)
  • 8000: Equivalent weight of oxygen in mg per equivalent (8 mg/equiv Ɨ 1000 mL/L)
  • mL of sample: Volume of water sample used in the test (mL)

This formula is derived from the redox titration method where the difference in titrant volume between blank and sample corresponds to the oxygen demand.

Explanation of Variables and Typical Values

  • Vb (Blank Titrant Volume): Usually ranges from 5 to 10 mL depending on the sample and titrant concentration.
  • Vs (Sample Titrant Volume): Varies widely; lower volumes indicate higher COD.
  • N (Normality of Titrant): Commonly 0.1 N ferrous ammonium sulfate solution.
  • Sample Volume: Standardized at 10 mL or 50 mL depending on the method.

Alternative COD Calculation Using Spectrophotometric Method

Modern COD tests often use spectrophotometry with digestion tubes. The formula is:

COD (mg/L) = (Asample – Ablank) Ɨ F
  • Asample: Absorbance of digested sample
  • Ablank: Absorbance of blank solution
  • F: Calibration factor derived from standard solutions

This method is faster and reduces chemical usage but requires calibration with known COD standards.

Stoichiometric Calculation of COD from Organic Compounds

For pure compounds, COD can be calculated stoichiometrically from the molecular formula. For example, for glucose (C6H12O6):

C6H12O6 + 6 O2 → 6 CO2 + 6 H2O

Each mole of glucose consumes 6 moles of oxygen. The COD (mg O2/mg compound) is calculated as:

COD = (6 Ɨ 32 g/mol O2) / (180 g/mol glucose) = 1.07 g O2/g glucose

This stoichiometric approach is useful for estimating COD from known chemical compositions.

Real-World Applications and Detailed Case Studies

Case Study 1: Industrial Wastewater Treatment Plant Monitoring

An industrial food processing plant discharges wastewater with high organic content. The plant laboratory performs COD tests daily to monitor treatment efficiency.

  • Sample volume: 50 mL
  • Blank titrant volume (Vb): 9.8 mL
  • Sample titrant volume (Vs): 4.2 mL
  • Titrant normality (N): 0.1 N

Using the formula:

COD = ((9.8 – 4.2) Ɨ 0.1 Ɨ 8000) / 50 = (5.6 Ɨ 0.1 Ɨ 8000) / 50 = (4480) / 50 = 89.6 mg/L

This COD value indicates moderate organic pollution. The plant adjusts treatment parameters accordingly to reduce COD in effluent.

Case Study 2: River Water Quality Assessment

Environmental engineers assess a river segment downstream from a municipal wastewater discharge point. They collect a 10 mL water sample and perform a spectrophotometric COD test.

  • Absorbance of sample (Asample): 0.45
  • Absorbance of blank (Ablank): 0.05
  • Calibration factor (F): 200 mg/L per absorbance unit

Calculating COD:

COD = (0.45 – 0.05) Ɨ 200 = 0.4 Ɨ 200 = 80 mg/L

This COD level suggests moderate organic contamination, prompting further investigation and potential remediation measures.

Additional Considerations and Advanced Insights

Accurate COD calculation requires strict adherence to standardized methods such as those outlined by the American Public Health Association (APHA) in Standard Methods for the Examination of Water and Wastewater (Method 5220 D). Variations in sample matrix, presence of interfering substances, and incomplete digestion can affect results.

Advanced techniques include the use of closed reflux colorimetric methods, automated analyzers, and online monitoring sensors that provide real-time COD data, enhancing process control and environmental compliance.

  • Interferences: Chlorides can interfere with dichromate oxidation; mercuric sulfate is often added to complex chlorides.
  • Sample Preservation: Samples should be analyzed promptly or preserved at 4°C to prevent biodegradation.
  • Regulatory Limits: COD discharge limits vary by jurisdiction; typical municipal effluent limits range from 50 to 150 mg/L.

References and Further Reading