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.
31.8
mg/L
5.3
mg/L
0.1667
6
x
0.376
0.636
mg/L/mL
31.8
mg/L
5.3
mg/L
0.1667
6
x
0.376
0.636
mg/L/mL
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.
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.
Typical BOD₅ values provide context for interpreting measurements:
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:
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 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.
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.
Inputs
Results
With high dilution (30×), 5.3 mg/L DO depletion gives BOD of 159 mg/L — typical medium-strength domestic wastewater requiring biological treatment.
Inputs
Results
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.
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