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  3. /Water Chemistry
  4. /Biochemical Oxygen Demand Calculator

Biochemical Oxygen Demand Calculator

Last updated: April 5, 2026

The Biochemical Oxygen Demand (BOD) Calculator computes BOD₅ from dissolved oxygen measurements using the standard 5-day dilution method. The primary organic pollution metric — BOD quantifies the oxygen that microorganisms consume decomposing organic matter, directly measuring pollution loading.

Calculator

Results

BOD5

31.8

mg/L

DO Consumed

5.3

mg/L

Sample Fraction

0.1667

Dilution Factor

6

x

Remaining DO Ratio

0.376

BOD5 per mL Sample

0.636

mg/L/mL

Results

BOD5

31.8

mg/L

DO Consumed

5.3

mg/L

Sample Fraction

0.1667

Dilution Factor

6

x

Remaining DO Ratio

0.376

BOD5 per mL Sample

0.636

mg/L/mL

In This Guide

  1. 01BOD₅ Calculation: The Dilution Method
  2. 02Reference BOD Values by Source
  3. 03BOD vs. COD: Why Both Are Measured
  4. 04The Dissolved Oxygen Sag Curve

When organic waste enters a water body, bacteria decompose it by consuming dissolved oxygen. If the oxygen demand exceeds the water's natural reaeration rate, dissolved oxygen falls below the 5 mg/L threshold for fish survival — a dissolved oxygen sag that can make kilometers of river uninhabitable. BOD (Biochemical Oxygen Demand) measures this decomposition pressure by quantifying exactly how much oxygen a sample will consume over a standard 5-day incubation period at 20°C. The BOD calculator applies the standard 5-day dilution method to your dissolved oxygen measurements.

BOD₅ Calculation: The Dilution Method

Because raw sewage would consume all available oxygen before 5 days, samples are diluted with oxygen-saturated water before incubation. The standard BOD₅ formula:

BOD₅ (mg/L) = [(D₁ − D₂) − (B₁ − B₂) × f] / P

where D₁ = initial DO of diluted sample (mg/L), D₂ = final DO of diluted sample after 5 days at 20°C (mg/L), B₁ = initial DO of blank control (seeded dilution water only), B₂ = final DO of blank after 5 days, f = ratio of seed in diluted sample to seed in blank, P = decimal fraction of sample used (volume sample / total bottle volume). For D₁ = 8.2, D₂ = 3.1, blank B₁ = 8.2, B₂ = 7.9, no significant seeding (f × (B₁−B₂) negligible), P = 0.02 (2% dilution): BOD₅ = (8.2 − 3.1) / 0.02 = 255 mg/L. Use this online calculator for any dilution setup. The BOD kinetics calculator models the first-order BOD decay rate constant.

Reference BOD Values by Source

Typical BOD₅ values provide context for interpreting measurements:

  • Clean stream water: 1–2 mg/L — healthy, oligotrophic conditions
  • Slightly polluted stream: 3–5 mg/L — eutrophic but still supporting most aquatic life
  • Polluted water: 5–10 mg/L — significant oxygen stress on sensitive species
  • Raw domestic sewage: 150–350 mg/L — primary treatment target
  • After primary treatment: 100–200 mg/L
  • After secondary treatment (activated sludge): 20–30 mg/L
  • After tertiary treatment: below 5 mg/L — river discharge quality
  • Food processing wastewater: 1,000–10,000+ mg/L — high organic load requiring industrial treatment

BOD vs. COD: Why Both Are Measured

Chemical Oxygen Demand (COD) measures all oxidizable organic matter (biodegradable and non-biodegradable) using a strong chemical oxidant (potassium dichromate). BOD measures only the oxygen consumed by biological decomposition. The BOD/COD ratio characterizes wastewater treatability:

  • BOD/COD above 0.5: readily biodegradable; biological treatment is efficient
  • BOD/COD 0.3–0.5: moderately biodegradable; biological treatment feasible
  • BOD/COD below 0.3: significant non-biodegradable fraction; chemical treatment likely needed

Municipal sewage typically has BOD/COD of 0.4–0.6; industrial wastewater with synthetic chemicals may fall below 0.1. The alkalinity calculator and water chemistry calculators provide complementary water quality analysis tools.

The Dissolved Oxygen Sag Curve

The Streeter-Phelps model (1925) predicts how dissolved oxygen in a river changes downstream from a wastewater discharge point, balancing oxygen depletion (from BOD decomposition) against oxygen re-aeration from the atmosphere. The critical DO deficit and its location downstream determine whether the river violates water quality standards. The model requires knowing the BOD of the discharge and the river's reaeration coefficient — with the BOD calculator providing the discharge characterization needed for this analysis. Modern water quality models (QUAL2K, WASP) are more sophisticated descendants of the original Streeter-Phelps framework.

Visual Analysis

How It Works

Enter initial and final dissolved oxygen (DO) of the diluted sample (D₁ and D₂), initial and final DO of the blank control (B₁ and B₂), the seed fraction f (ratio of seed volume in sample to seed volume in blank), and sample fraction P (sample volume / total bottle volume). BOD₅ = [(D₁ − D₂) − (B₁ − B₂) × f] / P. For unseeded samples (clean industrial effluent), the blank correction term is zero.

Understanding Your Results

Clean rivers have BOD₅ below 2 mg/L. Moderate pollution is indicated by BOD₅ of 3-8 mg/L. Domestic wastewater typically has BOD₅ of 100-300 mg/L, while industrial wastewater can exceed 1000 mg/L. Discharge standards typically require BOD₅ below 20-30 mg/L for treated effluent. When BOD exceeds the stream's reaeration capacity, dissolved oxygen drops, creating oxygen sag curves that can cause fish kills and anaerobic conditions. The BOD/COD ratio indicates biodegradability: ratios above 0.5 suggest highly biodegradable waste suitable for biological treatment, while ratios below 0.3 indicate refractory material requiring advanced treatment.

Worked Examples

Municipal Wastewater Influent

Inputs

d18.5
d23.2
v sample10
v bottle300

Results

bod159
dilution factor30
do consumed5.3
classificationHigh pollution

With high dilution (30×), 5.3 mg/L DO depletion gives BOD of 159 mg/L — typical medium-strength domestic wastewater requiring biological treatment.

Treated Effluent Monitoring

Inputs

d18.8
d24.5
v sample150
v bottle300

Results

bod8.6
dilution factor2
do consumed4.3
classificationLow pollution

Low dilution (2×) is sufficient for treated effluent. BOD of 8.6 mg/L shows effective treatment, though further polishing may be needed to meet a 5 mg/L discharge standard.

Frequently Asked Questions

BOD₅ measures the amount of dissolved oxygen consumed by microorganisms when decomposing organic matter in a water sample over exactly 5 days at 20°C. The 5-day standard was established in early 20th century Britain, when the critical reach of polluted rivers (the zone where oxygen fell below survival limits) was typically about 5 days of river flow from the discharge point. Five days also represents approximately 70% of the theoretical ultimate BOD for typical domestic sewage, providing a meaningful fraction of total oxygen demand. The 20°C temperature is a standardized reference — actual decomposition rates vary with temperature, requiring correction factors for field temperatures above or below 20°C.
Raw wastewater and polluted water contain enough organic matter to consume all dissolved oxygen in a 300-mL BOD bottle within hours — long before the 5-day incubation period ends. The dilution method extends the oxygen supply throughout the full 5 days by diluting the sample with oxygen-saturated water, so that the initial DO provides enough oxygen for the microorganisms to work for the full 5-day period. Proper dilution ensures: (1) the final DO remains above 1 mg/L (ensuring aerobic conditions throughout); (2) the initial DO depletion is at least 2 mg/L (ensuring measurable oxygen consumption). Multiple dilutions are typically run for unknown samples to ensure at least one falls in the valid range.
BOD (Biochemical Oxygen Demand) measures oxygen consumed by biological decomposition of biodegradable organic matter — only what microorganisms can break down. COD (Chemical Oxygen Demand) measures total oxidizable organic matter using a strong chemical oxidant (dichromate at high temperature), including both biodegradable and non-biodegradable compounds. COD is always ≥ BOD. For municipal sewage: BOD ≈ 150–350 mg/L; COD ≈ 250–500 mg/L. For industrial wastewater with synthetic organics: COD may be 5–10× higher than BOD because many industrial chemicals are chemically oxidizable but resistant to biological breakdown. Both measurements are required for complete wastewater characterization and treatment plant design.
BOD₅ water quality classification: 0–2 mg/L = very clean (pristine oligotrophic streams, drinking water sources); 2–5 mg/L = moderately clean (some organic enrichment, typical downstream of small inputs); 5–10 mg/L = polluted (eutrophic, frequent low-oxygen events, reduced aquatic diversity); 10–20 mg/L = heavily polluted (fish kills likely during warm weather, mostly tolerant species survive); above 20 mg/L = severely polluted (septic conditions, anoxic zones common). River and stream water quality standards in the US and EU typically require BOD₅ below 5–7 mg/L for good ecological status and below 3–4 mg/L for salmonid fishery protection.
BOD₅ represents approximately 60–70% of the ultimate BOD for typical municipal wastewater. The first-order kinetics relationship: BOD_t = BOD_u × (1 − e^(−k × t)), where k is the BOD rate constant and t is time in days. BOD_u = BOD₅ / (1 − e^(−5k)). For typical municipal wastewater at 20°C: k ≈ 0.15–0.25 day⁻¹; at k = 0.20: BOD_u = BOD₅ / (1 − e^(−1)) = BOD₅ / 0.632 = 1.58 × BOD₅. For less biodegradable industrial wastewater with slower decomposition rates (k ≈ 0.05–0.10): BOD_u ≈ 2–5 × BOD₅. The BOD kinetics calculator estimates k from BOD measurements at multiple time points.
Seeding introduces a microbial inoculum to samples that lack sufficient naturally occurring decomposer bacteria — necessary for samples that have been chlorinated (which kills bacteria), highly acidic or alkaline samples, industrial effluents with unusual chemistry, or samples from very cold environments. Common seeding sources: settled domestic sewage (contains diverse microbial populations); effluent from biological wastewater treatment; river water downstream of treatment discharges. Seed controls (blank bottles with only the seeding water) are run alongside seeded samples to subtract the oxygen demand of the seed organisms themselves. The blank correction term (B₁ − B₂) × f in the BOD formula accounts for this. Over-seeding can cause excessively high oxygen depletion rates and high results; under-seeding can cause insufficient decomposition and low results — proper seeding volume requires trial and calibration.

Sources & Methodology

Standard Methods for the Examination of Water and Wastewater, 23rd ed. (2017). APHA/AWWA/WEF. Method 5210B: Five-Day BOD Test. US EPA Method 405.1: Biochemical Oxygen Demand (BOD). Tchobanoglous, G. et al. (2014). Wastewater Engineering: Treatment and Resource Recovery, 5th ed. McGraw-Hill.

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